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Tender Value
₹39.9 L
EMD Value
₹39,900
Closing Date
17 Jul 2026, 6:00 pm4d left
Dy.Minicipal Commissioner - West Zone
Repairing & Renovation work for Different Municipal Buildings Such as different Aaganwadi, School, Toilet, Urinal & Municipal Garden and Other Municipal Buildings in Ranip ward at West Zone (Capital)
321491
1/26-27 (T.N.85)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹1,500
Municipal Commissioner, Ahmedabad
₹39,900
7 Jul 2026
7 Jul 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
1. Name of Work : Repairing & Renovation work for Different Municipal
Buildings Such as different Aaganwadi, School, Toilet, Urinal
& Municipal Garden and Other Municipal Buildings in Ranip
ward at West Zone (Capital)
2. Tender Estimated Cost : Rs:- 39,90,000/-
: 1% of the Tender Cost in the form of Rs. 39,900 (D.D. / Pay
3. Earnest Money
- Order / Local Micr Check/B.G.)
4 Tender Fee Rs : Demand Draft of Rs.1500.00
5 S.D. : 5 % of tender amount
6. Time-Limit : 12 months
7. Validity Period : 120 Days
(a) Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC or
equivalent registration with any other state Govt. or
8. (i) Last Date of Submission of :
Dt.17-07-2026, upto 18:00 hrs.
(ii) Mode of Sending : a) In Sealed cover in duplicate copies by Registered Post
A.D, or by Courier.or hand delivery
b) Tender sent by ordinary post will be rejected out right.
(iii) Description essential to :
a) Name of work, Tender Notice No. & Tender No.
be made on sealed cover
b) Date of receiving tender by Corporations.
(iv) Mode of quoting rates in : The Price bid shall be submitted online only.
Schedule of Quantities and
Rates It shall not be submitted Physically.
9. Date of Opening : Dt.18.07.2026 , 15:00 hrs.
10 Place of Submission & : Submission of EMD. Tender fee and other Documents during office
Opening of Tender hours: On date. 18-07-2026 & 12:00 hrs West Zone, 2nd Floor,
A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad
Municipal Corporation, W.Z. Office, Ahmedabad-380013.
11 Penalty Due to Delay of work (1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)
Rs.2500 per day (for tenders amounting above 10 Lakhs and upto
30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above
Lakhs) but not more then 10% of bill
Defect Liability : As per ‘B-1 Form Close
Whenever a work is allotted by Engineering staff, whether minor or
major of part thereof of any amount, the contractor shall be bound to
start the works within 48 hours of intimation of work. Communication
done telephonically via SMS, Via Whatsapp and through letter / E-
mail shall be considered legal and binding for the same. Failure of
comply to start the works in 48 hours of intimation as above by
Time permitted to start parts
contractor the contractor shall be levied penalty of (1) Rs.1000/- per
day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for
tenders amounting above 10 Lakhs and upto 30 Lakhs), (3)
Rs.5000 per day (for all tenders amounting above 30 Lakhs). Three
times failures by contractor shall make contractor responsible to be
black listed unless and otherwise justified properly in writing /
binding within 15 days of last notice of penalty.
The staff of the contractor shall wear safety jackets,
hoes, helmets etc. while on duty and any violation will attract
fine of Rs. 5,000/- for each incident.
Safety Failure to erect safety signage or trying to carry out he
works without proper precautions/safety measures as
equired will attract a fine of Rs. 5,000/- for each incident.
The contractor shall be responsible to make good and remedy at
his own expense any defect which may develop or may be noticed
before the period mentioned hereunder from the certified date of
completion, The within 15 days of receipt of the notice. In the case
of failure on the part of the contractor, the Engineer-in-charge may
rectify or remove or re-execute the work at the risk & cost of the
contractor. The Engineer-in-charge shall be entitled to appropriate
the whole or any part of the amount of security deposit towards
the expenses, if any, Incurred by him in rectification, removal or re-
execution. The Defects Liability period shall be as under(a) for all
works costing upto Rs. 50,000 ( amount put to tender), the period
Defect &Liability Period shall be 3 months from the certified date of completion.
(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore
(amount put tender), the period shall be 6 months from the
certified date of completion or one monsoon, whichever is later.
(c) for major projects costing more than Rs. 1 crore, the period
shall be 12 months from the certified date of completion which
should include one monsoon.
(d) For building works, the period specified in (a), (b) or (c) above
OR elapse of monsoon period following the certified date of
completion, whichever is later. For the purpose of deciding the
monsoon period, the 30th September may be treated as the last
Compensation for Delay 10% of Remaining work (As per Circular)
Whenever a work is allotted by Engineering staff, whether minor
or major of part thereof of any amount, the contractor shall be
bound to start the works within 48 hours of intimation of work.
Communication done telephonically via SMS, Via Whatsapp and
through letter / E-mail shall be considered legal and binding for
the same. Failure of comply to start the works in 48 hours of
Time permitted to start parts intimation as above by contractor the contractor shall be levied
16 of work penalty of (1) Rs.1000/- per day (for tenders amounting upto
Lakhs), (2) Rs.2500 per day (for tenders amounting above
Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders
amounting above 30 Lakhs). Three times failures by contractor
shall make contractor responsible to be black listed unless and
otherwise justified properly in writing / binding within 15 days of
last notice of penalty.
Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To
the Final Submission Time And Date. The Same Shall From a part Of
Addendum/Corrigendum
17 Tender And The Same As to be Attached Along With The Tender
EPF Act As per Acoount Department circular no-27, Date:07/01/2026
GST will be paid extra by AMC/Authority at prevailing rate to the
Signature of contractor
Add. City Engg.(West Zone)
Name : Ahmedabad Municipal Corporation
Company's Seal :Date :
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT-WEST ZONE
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT-WEST ZONE
Name of Work:- Repairing & Renovation work for Different Municipal Buildings Such as different
Aaganwadi, School, Toilet, Urinal & Municipal Garden and Other Municipal Buildings in Ranip ward at
West Zone (Capital)
Sr. No. Qty Description of Item Rate in Rs. Per Amount
1a 1183.948 Excavation for foundation up to1.5 m depth 115.92 Cmt
including sorting out and stacking of
useful materials and disposing of
theexcavated stuff upto 50 Meter
lead.(A) Loose or soft soil (SOR
WITHOUT GST AH.CITY-2023-24 -
b 10 1.5 to 3.0 mt.depth (SOR WITHOUT GST 128.52 Cmt
c 10 Excavation for foundation for depth from 3.0 141.11 Cmt
m to 5.0 m including sorting out and
stacking of useful materials and disposing
off the excavated stuff upto 50 Meter
lead.(A) Loose or soft soil (SOR WITHOUT
GST AH.CITY-2023-24 - 04002A)
d 10 Excavation for foundation for depth from 1.5 270.83 Cu.M.
m to 3.0 m including sorting out and
stacking of useful materials and disposing
off the excavated stuff upto 50 Meter
lead.(C) Hard Murrum
2 10 Filling available excavated earth 129.10 Cmt
(excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding
20 cm. in depth consolidation each
deposited layer by ramming and watering.
3 10 Filling in plinth with sand 455.63 Cmt
underfloors including watering
ramming, consolidating and dressing etc.
4 10 Filling in foundation and plinth with murrum 286.20 Cmt
or selected soil in layers of 20 cm.
thickness including watering,
ramming and consolidating etc.
5 20 Providing and laying cement 2492.51 Cmt
concrete1:5:10 (1-Cement: 5-
coarses sand and:10-hand broken stone
aggregates 40mm nominal size) and
curing complete excluding cost of
formworkin (A) Foundation and Plinth
6 20 Providing and laying cement 2634.11 Cmt
concrete1:4:8 (1-Cement: 4-
coarses and:8-hand broken stone
aggregates 40mm nominal size) and
curing complete excluding cost of
formworkin (A) Foundation and Plinth
7 10 Providing and laying cement concrete 1:3:6 2956.44 Cmt
(1-Cement : 3- coarse sand : 6- hand
broken stone aggregates 40 mmnominal
size) and curing complete excluding cost of
formwork in (A) Foundation and Plinth..
8 10 Providing and laying cement 4006.15 Cmt
concrete 1:3:6 (1-Cement:3-coarse sand:6-
hand broken stone aggregates
20mm nominal size) and curing complete
including cost of formwork in (A) wall
caps/coping (upto 10 ton)..
9 Providing and laying cement
concrete work 1:2:4 ((1-Cement:2- coarse
sand:4-graded aggregates 20mm
nominal size) curing complete
excluding cost of formwork and
a 10 Foundations, footings, base or 3923.53 Cmt
columns and mass concrete
b 10 Slabs, landing, shelves, balconies, lintels, 4012.47 Cmt
beams, girders and cantilivers upto
floor two level
c 10 Independent piers, columns, and pillars, 4012.47 Cmt
upto floor two level
10 10 Provdg. & laying cement concrete 1:2:4 6487.07 Cu.M.
(1 cement : 2 coarse sand : 4 graded stone
aggregates 20 mm nominal size) for
reinforced concrete chhajjas not
exceeding 10 cm. thickness upto floors
two level including finishing the
exposed surfaces with cement mortar
1:3 (1 cement : 3 find sand) to give a
smooth and even surface centering and
form work and curing complete
excluding cost of reinforcement.
11 10 Providing and laying controlled cement 3871.39 Cum
M.150 for curing complete excluding cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations,
footings,Base of
columns and Mass concrete
11A 5 Providing and laying in position Ready 3790.21 Cmt
Mixed M-150 grade concrete for
reinforced cement conctere work,
using cement content as per approved
Design Mix manufactured in fully
automatic batching plant and
transported to site of work intransit mixer
for a lead up to 10 kms having
continuous agitated mixer, manufactured
as per mix design of specified grade for
reinforced cement concrete work
including pumping of R.M.C. from
transit mixer to site of laying, excluding
the cost of centering shuttering
finishing and reinforcement
including cost of admixtures
inrecommended proportions as per
IS:9103 to accelerate/ retard setting
of concrete, improve work ability without
impairing strength and durability as per
direction of theEngineer-in-charge. Without
Fly Ash (Min cement level as per latest
IS456 shall be maintained)
12 5 Providing and laying in position Ready 4793.10 Cmt
Mixed M-200 grade concrete for
reinforced cement conctere work,
using cement content as per approved
Design Mix manufactured in fully
automatic batching plant and
transported to site of work intransit mixer
for a lead up to 10 kms having
continuous agitated mixer, manufactured
as per mix design of specified grade for
reinforced cement concrete work
including pumping of R.M.C. from
transit mixer to site of laying, excluding
the cost of centering shuttering
finishing and reinforcement
including cost of admixtures in
recommended proportions as per IS:9103
to accelerate/ retard setting of
concrete, improve work ability without
impairing strength and durability as per
direction of theEngineer-in-charge. Without
Fly Ash (Min cement level as per latest
IS456 shall be maintained)
12a 5 Providing and laying controlled cement 3977.88 Cum
M.200for curing complete excluding cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations,
footings,Base of
columns and Mass concrete
b 5 Walls, from top of foundation level upto 4484.17 Cum
floor two level
c 5 Slabs,landing,shelves,Balconies Lintels, 4460.36 Cum
Beams, Girders and Cantilever upto floor
d 5 Columns, Pillars posts and struts upto floor 4558.20 Cum
e 2 Staircases excluding landing upto floor two 5418.91 Cum
f 2 Vertical and Horizontial its upto floor two 4701.97 Cum
13 5 Providing and laying in position Ready 4853.56 Cmt
Mixed M-250 grade concrete for
reinforced cement conctere work,
using cement content as per approved
Design Mix manufactured in fully
automatic batching plant and
transported to site of work intransit mixer
for a lead up to 10 kms having
continuous agitated mixer, manufactured
as per mix design of specified grade for
reinforced cement concrete work
including pumping of R.M.C. from
transit mixer to site of laying, excluding
the cost of centering shuttering
finishing and reinforcement
including cost of admixtures in
recommended proportions as per IS:9103
to accelerate/ retard setting of
concrete, improve work ability without
impairing strength and durability as per
direction of theEngineer-in-charge. Without
Fly Ash (Min cement level as per latest
IS456 shall be maintained)
(Cement level 450 kg )
13A Providing and laying controlled cement
concrete M.250 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work
B 5 Foundations, footings, Base of columns 4238.04 Cu.M.
and Mass concrete.
C 2 Walls, from top of foundation 4519.88 Cu.M.
level upto floor two leve
D 2 Slabs,landing,shelves,Balconies, Lintels, 4496.07 Cu.M.
Girders and Cantilever upto floor two level.
E 2 Columns, Pillars posts and 4593.91 Cu.M.
struts, upto floor two level.
14 2 Providing and laying in position Ready 5043.66 Cum
Mixed M-300 grade concrete for reinforced
cement conctere work , using cement
content as per approved Design Mix
manufactured in fully automatic batching
plant and transported to site of work in
transit mixer for a lead up to 10 kms having
continuous agitated mixer, manufactured as
per mix design of specified grade for
reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site
laying, excluding the cost of centering
shuttering finishing and reinforcement
including cost of admixtures in
recommended proportions as per IS:
to accelerate/ retard setting of
concrete, improve workability without
impairing strength and durability as per
direction of the Engineer - in - charge.
Without Fly Ash (Min cement level as per
shall be maintained)
15 4 Providing and laying in position Ready 5140.94 Cum
Mixed M-350 grade concrete for reinforced
cement conctere work , using cement
content as per approved Design Mix
manufactured in fully automatic batching
plant and transported to site of work in
transit mixer for a lead up to 10 kms having
continuous agitated mixer, manufactured as
per mix design of specified grade for
reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site
laying, excluding the cost of centering
shuttering finishing and reinforcement
including cost of admixtures in
recommended proportions as per IS:
to accelerate/ retard setting of
concrete, improve workability without
impairing strength and durability as per
direction of the Engineer - in - charge.
Without Fly Ash(Min cement level as per
shall be maintained)
15a 2 Providing and Laying ordinary cement 8341.79 Cum
concrete 1:2:4 (1-Cement 2-coarsesand:
4-graded stone aggregates 20 mm
nominal size) and finishing smooth with
curing etc. complete including the cost of
form work but excluding the cost of
reinforsement for R.C.C work in (iv)
Slabs having more than 13 cm and upto
15b 2 Providing and Laying ordinary cement 7380.23 Cum
concrete 1:2:4 (1-Cement 2-coarsesand:
4-graded stone aggregates 20 mm
nominal size) and finishing smooth with
curing etc. complete including the cost of
form work but excluding the cost of
reinforsement for R.C.C work in (iv)
Slabs having more than 8 cm and upto
15c 2 Providing and laying ordinary cement 8634.45 Cum
concrete 1:2:4 (1- Cement 2- coarse sand :
4- graded stone aggregates 20 mm nominal
size) for R.C.C lintel including finishing
smooth with,curing etc. complete including
the cost of formwork but excluding the cost
of reinforcement.
16 Brick work using common burnt clay
building bricks having crushing
strength not less than 35kg./Sq.Cm.in
foundation and plinth in Cement
Mortar1:5 (1-Cement :5 - fine
10 (A) Conventional (upto 10 ton) 4011.66 Cmt
10 B) Modular 4345.02 Cmt
17 Extra Rate for brickwork in Above
Item for super structure above plinth
level upto floor two level (B) Conventional
a 10 (A) Conventional (upto 10 ton) 272.25 Cmt
b 10 B) Modular 262.35 Cmt
c 10 C) above floor two level Item No. 2(6.13) 42.66 Per
(A) Modular Floor Per
d 10 D) above floor two level Item No. 2(6.13) 40.09 Per
(B) Conventional Floor Per
18 5 Half brick masonry in common brunt 593.90 Smt
clay building bricks having crushing
strength not less than 35 Kg/Sq.Cm. in
Cement mortar 1:4 ( 1-Cement : 4 coarse
sand ) in foundation and
Plinth conventional brickwork (up to
ton) (B) Conventional
19 5 Extra for half brick masonry in super 52.80 Smt
structure above plinth level upto floor
two level (B) conventional
20 5 Providing and laying Pre cast Light weight 747.00 Sqm
concrete hollow core wall with hollow
core concrete unit of approved make &
size of 92 mm thick, 600 mm wide and
mm/ 3300 mm in legth made from of
controlled cement concrete M20 having
cube compressive strength not less than
20 MP a jointing with high strength &
tensile adhesion non-shrink
cementitious joint compound /P.U.
Foam. (Plaster not required)
21 1 Providing and laying Pre cast Light weight 842.00 Sqm
concrete hollow core wall with hollow
core concrete unit of approved make &
size of 120 mm thick, 600 mm wide and
mm/ 3300 mm in legth made from of
controlled cement concrete M20 having
cube compressive strength not less than
20MP a jointing with high strength &
tensile adhesion non-shrink
cementitious joint compound/ P.U.Foam.
(Plaster not required)
22 1 Providing and laying Pre cast Regular 777.00 Sqm
concrete hollow core wall with hollow
core concrete unit of approved make &
size of 92 mm thick, 600 mm wide and
mm/ 3300 mm in legth made from of
controlled cement concrete M35 having
cube compressive strength not less than
35 MP a jointing with high strength &
tensile adhesion non-shrink
cementitious joint compound/ P.U.Foam.
(Plaster not required)
23 1 Providing and laying Precast 875.00 Sqm
Regular concrete hollow core wall with
hollow core concrete unit of approved
make & size of 120 mm thick, 600 mm wide
and 2400 mm/ 2600 mm/ 2850 mm/
mm/ 3300 mm in legth made from of
controlled cement concrete M35 having
cube compressive strength not less than
35 MP a jointing with high strength &
tensile adhesion non-shrink
cementitious joint compound /P.U.Foam.
(Plaster not required)
24 Providing form work in ordinary timber
planking so as to give a rough finish
including centering, shuttering, strutting
and propping etc. height of propping
and centering below supporting floor to
celling not exceeding 4 M & removal
of the same for in situ reinforced or
plain concrete work upto floor four level
a 2 Foundation, footings, bases of 171.68 Smt
columns etc. and mass concrete.
b 2 (B) Flat surfaces such as soffits of 252.00 Smt
supspened floors slabs Landings and the
like. (1) Floors etc. upto 200 mm in
c 2 (B) Flat surfaces such as soffits of 270.90 Smt
suspended floor roof slabs Landings and
the like. (2) Floors etc. above 200mm in
d 2 Vertical surface such as walls (any 229.95 Smt
thickness) partitions and the like including
attached buttresses & string course & the
e 2 (ii) Sides And Soffits Of Beam, 192.15 Smt
Haunchings Cantilevers, Girders,
Bressumers And Lintels Not
Exceeding 1 M In Depth.
f 2 (G) Columns PillarsPosts and struts. (1) 297.68 Smt
Square Rectangular Polygonal in plan.
g 2 (2) Circular or curved in plan. 422.10 Smt
h 2 (H) (2) Sides and soffits of Beams Beam 192.15 Smt
Haunchings canti-levers Girders
Bressumers and Lintels exceeding 1M.in
25 Providing and fixing 35 mm thick
shutters for Doors, windows and clear
story windows including anodised
alluminium butt hinges with necessary
a 2 (A) Indian Teak Wood (ii) Fully 4788.50 Smt
b 2 (B) Indian Teak Wood (ii) Fully 5478.89 Smt
c 2 (C) Indian Teak Wood (iii) Partly 5133.69 Smt
panelled and partly glazed.
26 Providing and fixing 35 mm thick
shutters for Doors, windows and clear
story windows including black enamelled
M.S.butt hinges with necessary screws.
a 2 (A) Indian teak wood. (i) Fully 5285.45 Smt
Panelled.(upto 10 ton)
b 2 (A) Indian teak wood. (ii) Fully 4595.06 Smt
Glazed.(upto 10 ton)
c 2 (A) Indian teak wood. (iii) Partly panelled 4940.25 Smt
and partly glazed. (upto 10 ton)
27 Providing and fixing 35 mm thick
panelled, glazed or panelled and glazed
shutters for Doors windows and clear story
windows including anodised alluminium
But hinges with necessary screws and
indian teak wood shutters with.
a 2 (A) Plywood sheet panels. 3178.88 Smt
b 2 (B) Particle board panels 3184.01 Smt
c 2 (C)Hard board panels. 3153.15 Smt
d 2 (D) Asbestos sheet panels. 3126.32 Smt
28 2 Providing and fixing 25 mm thick 3006.75 Smt
shutters for cup boards etc.
including black enamelled M.S. butt
hinges with necessary screws.(A) Indian
teak wood. (i) Fully Panelled. (upto
a 2 Providing and fixing 25 mm thick shutters 2594.74 Smt
for cupboards etc. including anodised
butt hinges with necessary screws. (A)
Indian teak wood. (ii) Fully Glazed.
b 4 Providing and fixing 25 mm thick shutters 2814.42 Smt
for cupboards etc. including anodised
alluminium butt hinges with necessary
screws. (A) Indian teak wood. (ii) Partly
panelled and partly glazed.
29 10 Providing and fixing plain asbestos cement 827.20 Smt
sheet 6 mm thick in partitions
including fixing to fames with screws etc,
complete with 50 mm x 12 mm
Deodar wood beading (Frames to
be paid separately) (upto 10 ton)
30 5 Providing and fixing in partitions 4 mm thick 516.60 Smt
medium hard board of approved quality
including fixing to fames with screws etc
complete with 50 mm x 12 mm teak
wood beading (Frames to be paid
separately) (upto 10 ton)
31 5 25 mm thick wooden shelves 1306.61 Smt
supported on 40 x 40 mm x 6 mm T or L
iron brackets fixed at suitable
distances but not exceeding
cm. apart with Mango wood or
equivalent quality. (upto 10 ton)
32 5 40 mm thick wooden shelves 1691.00 Smt
supported on 40 x 40mm x 6 mm T or L iron
brackets fixed at suitable distances not
exceeding 75cm. Apart with Mango
wood or equivalent quality. (upto 10 ton)
33 100 Providing and fixing M.S. round or square 68.53 kg
bars with M.S. flats at required spacing
in wooden frames of windows and
clerestory windows.(upto10 ton)
34 100 Providing and fixing M.S. grills of 100.17 kg
required pattern to wooden frames of
windows etc. with M.S. flats at required
spacings and frame alround, square or
round bars with round headed bolts and
nuts or by screws (A) Plain Grill. (upto
a 4 Providing and fixing M.S. grills of 143.64 kg
required pattern to wooden frames of
windows etc. with M.S. flats at required
spacings and frame alround, square or
round bars with round headed bolts and
nuts or by screws (A) Ornamental Grill.
35 4 Providing and fixing glazed louvered 4102.54 Smt
glass windows and ventilators with
teak wood frame 10 cm. x 7 cm. size
including 3 coats of oil painting to wood
work etc.complete. (upto 10 ton)
36 8 Providing and fixing glazed louvered 4332.47 Smt
glass windows and ventilators with
teak wood frame 10 cm.x7 cm. size
including 3 coats of oil painting to wood
work etc.complete.with wooden louvers
plank 12mm thick (upto 10 ton)
37 20 Providing and fixing 35 mm thick 3211.96 Smt
shutters for Doors, windows and clere
story windows including Indian teak
wood frames 10 cm x 7 cm. size
including anodized alluminium fixtures
and fastenings including primer coat of
approved quality and two coats of oil
painting etc, complete.(ii) Fully Glazed.
38 8 Providing and fixing 35 mm thick 3902.35 Smt
shutters for Doors, windows and clere
story windows including Indian teak
wood frames 10 cm x 7 cm. size including
black enamelled iron oxidixed
fixtures and fastenings including primer
coat of approved quality and two coats of
oil painting etc, complete.(ii) Fully
a 8 Providing and fixing 35 mm thick shutters 3557.15 Smt
for Doors, windows and clerestory windows
including Indian teak wood frames 10 cm x
7 cm. size including anodized alluminium
and fastenings including primer coat of
approved quality and two coats of oil
etc, complete. (iii) Partly panelled and partly
39 2 Providing and fixing 30mm thick FACTORY 2214.00 Smt
SOLID BOTH SIDE PRELAM PANEL PVC
SHUTTER consisting of frame made out of
M.S.tubes of 19 gauge thickness and size
of 19mm x 19mm for stiles, top and bottom
rails. M.S. frame shall have a coat of steel
primer of approved makde
and manufactures. M.S frame covered with
5mm thick heat moulded prelim PVC ‘C’
channel of siz 30mm thickness, 70 mm
width of which 50mm shall be flat and
20mm shall be tapered in 45 degree Angle
on either side forming stiles, and 5mm thick,
95mm wide pream PVC sheet out of which
75mm shall be flat and 20mm shall be
tapered in 45 degree on the inner side ot
form top and bottom rail and 115mm wide
prelim PVc sheet out of which
75nmm shall be flat and 20mm shall be -
75nmm shall be flat and 20mm shall be
tapered on both side to form lock rail, Top,
and lock rails shall be provided either side
of the panel. 10mm (5mm x 2) thick 20mm
wide cross PVC sheet shall be provided as
gap insert for top rail and bottom rails.
Panelling of 5mm thck both side prelim PVC
sheet to be fitted in the M.S. frame
welded,sealed to the stiles and rails with
7mm (5mm + 2 mm) thick x 15mm wide
PVC sheet beading on inner side, and
joined togeth with
solvent cement adhesive. An additional
5mm thick PVC strip of 20mm width is to be
stuck on the interior side of the ‘C” chanel
using PVC solvent adhesive etc. complete
as per direction of Engineering in charge,
manufacture’s specification and rawing.
40 2 Providing and fixing in position 5391.23 Sq.M.
collapsible steel shutters with vertical
channels 20 x 10 x 2 mm braced with flat
iron diagonal 20 x6 mm size with top
and bottom rails T iron 40 x 40 x 6 mm with
38 mm dia steel pulleys complete with bolts,
units, locking arrangements, stoppers,
handles, including a priming coat of
red lead paint & approved make.
41 2 Providing and fixing 1 mm thick M.S. 3652.12 Sqm
sheet sliding shutters with frame and
diagonal braces of 40x40x6 mm angle
iron, 3.15 mm M.S.gusset plates at
Junctions and corners 25 mm dia.
pulley, 40x40x6 mm angle and T-iron
huide rail at top and bottom
respactively with handles, stoppers and
locking agangement etc, including
applying a priming coat of red lead paint.
42 2 Providing and fixing rolling shutters of 3468.72 Sqm
approved make made of 80 mm wide
M.S.laths inter-locked together through
their entire length and jointed together at
theends by end locks mounted on
specially designed pipe shaft with
bracket plates, guide channels
and arragements for inside and out
side locking with push-pull
operation including the cost of hood
cover and spring etc. complete. (A)
Shutters having width below 3.5 M.
a 2 Providing and fixing rolling shutters of 4450.51 Smt
approved make made of 80 mm wide
M.S.laths inter-locked together through
their entire length and jointed together at
theends by end locks mounted on
specially designed pipe shaft with
bracket plates, guide channels
and arragements for inside and out
side locking with push-pull
operation including the cost of hood
cover and spring etc. complete. (A)
Shutters having 3.5 M. & Above
43 2 Providing and fixing extruded aluminum 2119.14 Smt
window having extruded aluminum Colour
Powder Coated section frame main outer
size 127mm x 38.10mm x
1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four
track member size 122.20mm x 31.75mm x
1.10mm @ Wt. 1.205 Kg/mt,vertical
member of size 122.20mm x 31.75mm x
1.50mm ,@ Wt. 1.398 Kg/mt with sliding
shutters of horizontal member size 40mm x
0.456Kg/mt,vertical member of size 40mm x
with 5 mm thick transparent bronze colour
tinted float glass with powder coated
aluminum fittings and fixtures and
transparent silicon sealant glass fixing to
frame as per details etc complete for
44 2 Providing and fixing window having 1696.73 Sq. M.
extruded aluminum Colour anodized
section frame main outer size 63.50 x
x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal
two track member size 61.85 mm x
mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical
member of size 61.85 mm x 31.75mm x
1.30 mm @ wt.of 0.659 Kg/mt with sliding
shutters of horizontal member size 40mm x
vertical member of size 40mm x 18mm x
Kg/mt with 5 mm thick transparent bronze
colour tinted float glass with powder coated
aluminum fittings
and fixtures and transparent silicon sealant
glass fixing to frame as per details etc
complete for window.
45 2 Providing & Fixing in position 1288.93 Sq. M.
Alluminium vents with frame using
approved anodised extruded
alluminium section as approved by Engg.
In charge.(Jindal alluminium) units
equivalent Approved Rate)Frame section
0.68Kg/Rmt) incl. Providing & Installing
mmthick approved color Acrylic sheet of
standard quality etc. comp.
46 2 Providing and fixing standared 1163.92 Sq. M.
extruded of alluminium section of size
63 mmx38.10 mmx1.2 mm (Jindal
Section:2434, @ Wt.0.643 Kg/mt) with
colour anodized alluminium frame for
ventilation with 5 mm thick frosted glass
as details etc complete for Ventilation
47 2 Providing and fixing standared extruded of 1509.90 Sq.M.
alluminium section of size 63.50 x 38.10 x
mm,@ Wt 1.094Kg / Rmt with colour
Powder Coated alluminium frame with
mm thick transparent bronze colour tinted
float glass as details etc complete for Fix
48 10 Providing and laying 40 mm thick marble 749.70 Sqm
chips flooring rubbed and polished
(I.E.terrazo) to granolithic finish with under
layer 30 mm thick cement concrete1:2:4
(1-Cement: 2-coarse sand: 4-graded
stone aggregate 10 mm and down
gauge) and to player 10 mm thick with
white, black or white and blak marble cihps
of required sizes from 1 mm to 4 mm
nominal size laid in cement marble powder
mix 3:1 (3- Cement:1-Marble powder
by weight) in proportion of 4:7 (4-
Cement: 7-marble chips by volume)
(C) Medium Shade pigment with
approx 50% white cement and 50%
ordinary cement (In top layer only) (upto
49 5 Providing and laying marble chips skirting 869.40 Sqm
(Terrazo) or dedo rubbed, and polished to
Granolithic finish to player 6 mm white,
black or white and black marble chips
of size from smallest to 4 mm nominal
size laid in cement marble powder mix 3:1
(3-Cement: 1 marble powder by weight)
in proportion of 4:7 (4-cement marble
powder mix: 7-marble chips by volume) (B)
Light shade pigment with white cement (In
top layer only)
50 5 Providing and laying white glazed tiles 6mm 908.17 Sq.M.
thick in flooring treads of steps and landing
laid on a bed of 12mm thick cement mortar
1:3 (1-cement : 3-coarse sand ) finishing
with flush pointing in white cement.
51 10 Providing and laying Ceramic tiles 6 mm 960.47 Sq.M.
thick in flooring treads of steps and
landing laid on a bed of 12 mm thick
cement mortar 1:3 (1- cement :3-coarses
and) finishing with flush pointing in white
cement. (upto 10 ton)
52 10 Providing & Fixing 2mm Aluminium / 5832.20 Smt
4mmACP sheeting fixed with Type-11
Class-C High Intensity Grade Sheeting as
per IRC 67 : 2012 reflective sheeting of size
including lettering and signs as
53 25 Providing and laying Vitrified tiles 8 to 10 1469.91 Sq.M.
mm thick, 36''x36'' in flooring treads of steps
and landing laid on a bed of 12 mm
thick cement mortar 1:3 (1-cement:3-
coarses and) finishing with flush pointing
inwhite cement. (upto 10 ton)
54 20 Providing and laying Vitrified tiles 8 to 10 1062.50 Sqm
mm thick, 24''x24'' in skrting risers of steps
and dedo on 10 mm thick cement
plaster 1:3 (1- cement: 3-coarse
sand) and jointed with white cement
slurry (upto 10 ton)
55 20 Providing and laying Vitrified tiles 8 to 10 1523.61 Sqm
mm thick, in skrting risers of steps and
dedo on 10 mm thick cement plaster
1:3 (1-cement:3- coarse sand) and
jointed with white cement slurry (upto
56 10 Providing and laying 24" x 24" vitrified 1527.00 Sq. M.
Tiles 8 to 10 mm th. Double
Charged gloosy/ Matt of Approved make
as approved by Adl.C.E. / consultants
in flooring over 20 mm thick cement
mortar 1:6 (1 cement : 6 coarse sand)on
new surface& jointed with colour cement
slurry incl with flush pointing &
cleaning the surface etc. comp.
57 10 Providing and laying 24" x 24" vitrified 165.00 Rmt
8 to 10 mm th.Double Charged
Gloosy / Matt tiles of Approved make
as Approved by Adl.C.E. / Consultants for
upto 10 cm high skirting as approved by
Engineer in charge over 10 mm thick
cement mortar 1:6 (1 cement : 6 coarse
sand)on new surface& jointed with colour
cement slurry incl with flush pointing &
cleaning the surface etc. comp.
58 10 Providing and laying polished Kota stone 982.83 Sq.M.
slab flooring over 20 mm (Average)
thick base of cement mortar 1:6 (1-
cement:6-coarses and) or L.M.1.1.5
(1-Lime putty:1.5-coarses and) laid over
and jointed with grey cement slurry mixed
with pigment to match the shade of
slab including rubbing and polishing etc.
complete. (A) 25 mm thick (upto 10 ton)
59 5 Providing and laying marble stone slab 2194.63 Sq.M.
flooring over 20mm (average)base of
cement mortar 1:6 (1-cement : 6 coarse
sand) or L.M. 1:1.5(1- lime putty : 1.5 -
coarse sand) laid and jointed with gray
cement slurry including rubbing and
polishing complete. (A) Marble slab 25mm
60 5 Providing and laying polished Kota stone 1085.48 Sq.M.
slab flooring over 20 mm (Average)
thick base of cement mortar 1:6 (1-
cement:6-coarses and) or L.M.1.1.5 laid
over and jointed with grey cement
slurry including rubbing and polishing
etc.complete. (B) 30 mm thick (upto
61 5 Providing and laying polished kota stone 1176.03 Sq.M.
slab 25 mm thick in risers of steps, skirting
Dedo and pillars laid on 10 mm thick
cement mortar 1:3 (1-Cement :3 coarses
and) and jointed with gray cement
slury mixed with pigment to match the
shade of slab including rubbing and
polishing etc.complete. (upto 10 ton)
62 5 Providing and laying cement 297.68 Sq.M.
concrete flooring 1:2:4 (1-cement: 2-
coarses and:4-graded stone aggregate
20mm nominal size) laid in one layer and
finished with a floating coat of neat
cement. (A) 40mm thick. (upto 10 ton)
63 5 Providing and laying cement 348.08 Sq.M.
concrete flooring 1:2:4 (1-cement: 2-
coarse sand:4-graded stone aggregate
20mm nominal size) laid in one layer and
finished with a floating coat of neat
cement. (B) 50mm thick. (upto 10 ton)
64 5 Providing and fixing pre-cast 376.43 Rmt
concrete kerb stone of gray cement
based concrete block 30 cm length,
cm height and 15 cm thick of M200 grade
concret as per approved design and
including excavation for fixing in proper line
and level, filling the joint with C:M 1:3 (1
cement :3 fine sand) etc complete. (upto
65 4 Providing and fixing pre-cast Rubber Dye / 680.10 Smt
steel Dye inter locking concrete block
with grade of concrete M300 pnumatic
compressed / vibrated mechanically and as
approved design Confirming to IS 15658 :
2006 including 35 mm Sand layer for
and filling the joint with sand in proper line
and level as per guidlines of IRC : SP 63-
2018 etc. Complete.
66 10 Providing and laying broken china mosaic 739.89 Sqm
flooring for terrace using 12 mm to 20 mm
broken pieces of glazed tiles to be laid over
cement mortar 1:3 to plain or slope and to
be tempered to bring mortar creme out
upto surface using white cement
including rounding off junctions and
extending them up to15 cm along the
wall, clearing with water and oxalic
acid etc.asdirected.
67 5 Providing and laying coloured glazed 1426.95 Sqm
tiles of the size 300 mmx200 mmx8
mm/300 mmx450 mmx8 mm in skirting,
risers of steps and dedo on 10 mm.
thick cement plaster 1:3 (1cement:
coarse sand) & jointed with white
68 10 Providing corrugated G.I. sheet of class-3 719.93 Sqm
roofing fixed with glavanished iron
J or L Hooks, Bolts and nuts 8 mm
diameter with bitumen and G.I. limpet
washer or G.I. limpet washer. filled with
white lead complete excluding the cost of
purlins, Rafters and Trusses. (1) 0.80 mm
thick sheet.(up to10 ton)
69 5 Providing ridges or hips 600 mm over 635.58 Sqm
allin plain G.I. sheet class-3 fixed with
G.I. J or L Hooks and nuts 8 mm dia
G.I. Limpet and bitumen washer complete.
70 5 Providing and fixing 150 mm wide 450 mm 555.71 Sqm
over all semi circular plain G.I.sheet class-
3 gutter with Iron brackets 40 mmx3 mm
size Bolts, Nuts, washers etc.
including making necessary connection with
rain water pipes. (i) 0.80 mm thick
71 5 Providing and fixing five courses water 466.84 Sqm
profing treatment with bitumen felt
consisting of second and fourth course
of blown/ bitumen or/and residual
bitumen applied hot at 1.2 kg.per
Sq.M.of area for each course and first
course with fibre base bitunen
saturated under lay type land third course
with fibre base self finished felt type
grade 1 and fifth and final course of
stone grit 6 mm and down size or pea
sizes gravel spread at
0.008 Cu.Metre/Sq.metre preparation of
surface excluding grading complete. (upto
10 ton) including
72 50 Providing and fixing on wall face C.I. 283.62 Rmt
Rain water pipe including filling the joints
with spun yarn soaked in neat cement
slurry and cement mortar 1:2(1-
Cement : 2-fine sand) (A) 75 mm dia.
73 300 Providing 15 mm thick cement plaster 174.83 Sqm
in single coat on Rough (Similar) side of
single or half brick walls for interior
plastering up to floor two level and
finished even and smooth in (i) Cement
mortar 1:3 (1-cement :3-sand)
74 100 Providing 20mm thick sand faced cement 215.78 Sqm
plaster on walls upto height 10 metres
above ground level consisting of 12mm
thick backing coat of C.M. 1:3 (1-cement :
3-sand) and 8mm thick finishing coat of
C.M. 1:1 (1-cement : 1-sand) etc. complete.
75 100 Colour washing with lime on wall surface 12.29 Sqm
(two coats) over and including a
primary coat of white washing to give an
even shade after through brooming the
surface to remove all dirt, dust,
mortar drops and other foreigh matter.
76 100 Removing dry or oil bound 11.19 Sqm
distemper by a washing and
scraping and sand papering the wall
surface smooth including necessary
repairs to scratches complete.
77 100 Distempering with dry distemper of 46.94 Sqm
approved brand and manufacture (two
coats) and of required shade on wall
surfaces of given an even shade, over
and including a priming coat of
whiting after thoroughly brooming the
surface free from mortar dropping
and other foreign matter.
77 a 100 Extra Coat for Above Item over above 30.09 Sqm
for every subsequent coat of
approved brand and manufacture.
78 100 Distempeing (Two coats) with oil bound 76.08 Sqm
distemper of approved brand and
manufacture and of required shade on
wall surfaces to give an even shade,
over and including a priming coat
with distemper primer of approved
brand and manufacture after
thoroughly brushing the surface free
from mortar dropping and other
foreign matter and also including
preparing the surface even and sand
papered smooth.
79 2000 Extra Coat for Above Item over above 8.04 Sqm
for every subsequent coat of
approved brand and manufacture.
80 2000 Wall painting (two coats) with plastic 78.44 Sqm
emulsion paint of approved brand and
manufacture on undecorated wall
surface to give an even shade including
throughly brushing the surface free
from mortar droppings and other foreign
matter and sand papered smooth.
81 500 Extra over item for every sub sequent 33.39 Sqm
coat of wall painting with plastic emulsion
paint of approved brand
81 a 500 Extra over item for painting with plastic 5.36 smt
emulsion paint of approved brand on
ceilings and sloping roofs.
82 500 Applying priming coat over new steel 34.34 Sqm
and other metel surface after and
including preparing the surface by
throughly cleaning, oil, grease, dirt and
other foreign matter and scoured with
brushes fine steel wood, scrapers and sand
paper with ready mixed priming paint
brushing red lead.
83 500 Painting two coats (excluding priming 86.94 Sqm
coat) on new steel and other metal
surface with enamel paint, brushing,
interior to give an even shade including
cleaning the surface an even shade
including cleaning the surface of all dirt,
dust and other foreign matter.
84 500 Painting one coats (excluding priming 54.35 Sqm
coat) on previously painted steel and other
metal surface with enamel paint, brushing
to give an even shade including cleaning
the surface of all dirt, dust and other
foreign matter.
85 500 Extra over item for 83 & 84 every sub 50.40 Sqm
sequent coat of paint.
86 500 Painting two coats (excluding priming 64.66 Sqm
coat) on new steel and other metal
surface with synthetic enamel paint,
brushing to give an even shade including
cleaning the surfaceofalldirt,dust and other
foreign matter.
87 500 Painting one coats (excluding priming 43.79 Sqm
coat) on previously printed steel and other
metal surface with synthetic enamel paint,
brushing to give an even shade
including cleaning the surface of all dirt,
dust and other foreign matter.
88 500 Extra over Above item for 86 & 87 for 43.47 Sqm
every sub sequent coat of paint.
89 500 Painting two coats (excluding priming 20.16 Sqm
coat) on external surface of new rain
water, soil, waste and vent pipes and
fittings with ready mixed bituminous
brushing, black, anti corrosive to give
an even shade including cleaning of all
dirt, dustand other foreign matter.(75 mm
90 500 Painting two coats (excluding priming 25.05 Sqm
coat) on external surface of new rain
water, soil, waste and vent pipes and
fittings with ready mixed bituminous
brushing, black, anti corrosive to give
an even shade including cleaning of all
dirt, dust and other foreign matter.(100 mm
91 500 Painting two coats (excluding priming 40.17 Sqm
coat) on new wood and wood based
surface with enamel paint, interior to
give an even shade including
cleaning the surface of all dirt, dust
and other foreign matter sand papering
and stopping. (a) Ready mixed paint
brushing wood primier pink.
92 500 Painting one coats (excluding priming 40.17 Sqm
coat) on previously painted wood and
wood based surface with enamel paint,
to give an even shade including cleaning
the of all dirt, dust and other foreign
matter.(b) Ready mixed paintbrushing
priming for enamel
93 500 Extra over Above item for 91 & 92 36.39 Sqm
every sub sequent coat of paint.
94 500 Painting two coats (excluding priming coat) 104.12 Sqm
on new wood and wood based surface with
ready mixed paint, brushing, oil, gloss, semi
gloss to give and even shade including
cleaning of all dust, dirt and other foreign
matter sand papering and stopping.
95 500 Finishing wall with weather proof exterior 113.40 Sqm
emulsion paint on wall surface (two
coats) to give an required shape even
shade after thoroughly brushing the
surface to remove all dirt, and remains
of loose powdered materials.etc
96 500 Applying two coats of putty & two coats of 40.19 Sqm
primer of approved brand and manufacture
on new wall surface to give an even shade
including thoroughly brushing the surface
free from mortar dropping and other foreign
matter and sand papered smooth.
97 500 Painting two coats (excluding priming 87.11 Sq.M.
coat) on new wood and wood based
surface with enamel paint, interior to
give an even shade including
cleaning the surface of all dirt, dust
and other foreign matter sand papering
98 10 Writing letter or figures on any 3.47 per letter
surface with black japan paint (stops, per
comas, hyphens and the like not to be Cm/Ht
measured and paid for separately)
(i) Block (Letters/Figures) (Per 10 Letter
99 5 Extra over items for using thick white 0.07 per letter
paint instead of black japan paint. per
(i)Block (Letters/Figures) Cm/Ht
100 5 Polishing with french polish on new wood 131.67 Smt
and wood based surface to give an even
surface including cleaning, the surface of all
dirt, dust and sand papering smooth and
including a coat of wood filler.
101 5 Extra over items for using thick white 0.07 per letter
paint instead of black japan paint. (ii) perCm/Ht
Indian (Letters/Figures)
102 5 Painting lines, deashes, arrows, letters 121.91 Sqm
etc on roads, Air fields and like in two coats
with road marking paint, brushing
including cleaning the surface of all dirt,
dust and other foreign matter. (i)Over
103 5 Painting lines, deashes, arrows, letters 12.14 Rmt
etc on roads, Air fields and like in two coats
with road marking paint, brushing
including cleaning the surface of all dirt,
dust and other foreign matter.(ii) Upto
104 5 Painting lines, deashes, arrows, letters etc 50.40 Sqm
on roads, Air fields and like in one coats
with road marking paint, brushing including
cleaning the surface of all dirt, dust and
other foreign matter. (i) Over 10cm in width
105 5 Painting lines, deashes, arrows, letters 5.52 Sqm
etc on roads, Air fields and like in one coats
with road marking paint, brushing
including cleaning the surface of all dirt,
dust and other foreign matter. (ii) Upto
105 A 10 Painting the kids picture chart & letter 5803.57 Wall
writting of different size and shapes as per
details/design etc.comp. as dire.by
engineer in charge
106 2 Demolition including stacking of 1047.38 Cu.M.
serviceable materilas and disposal of
unserviceable materials with all lead and
lift. (i) R.C.C. work
107 2 Demolition of Brick work and stone masonry 544.95 Cu.M.
including stacking of serviceable materil
as and disposalof unserviceable materials
with all lead and lift.(ii) In Cement Mortar.
107 A 2 Demolition of terrace including stacking of 63.00 Smt
serviceable materilas and disposal of
unserviceable materials with all lead and
lift.(i) Brick tile covering.
108 2 Dismentaling tiled of stone floors laid in 47.25 Sqm
mortar including stacking of serviceable
materil as and disposal of unserviceable
materials with all lead and lift.
109 2 Dismentaling of sheet roofing 47.25 Sqm
including ridges, Hips, Valleys, Gutters
etc. stacking of serviceable materil as
and disposal of unserviceable
materials with all lead and lift.(i) G.I.sheet
109 A 2 Dismentaling of sheet roofing 53.55 Sqm
including ridges, Hips, Valleys, Gutters
etc. stacking of serviceable materil as
and disposal of unserviceable
materials with all lead and lift.(i) A.C.
110 2 Dismentling steel work including 3.63 Kg.
distempering and stacking the
materials with all lead and lift.
111 2 Dismentling doors, windows, 185.85 Each
ventilators etc. (wood or steel) shutters
including chowkhats architraves, hold
fasts and other attachment etc.
complete and stacking the material within
all lead and lift.(i) Not exceeding 3 Sq.M. in
112 2 Dismentling doors, windows, 248.85 Each
ventilators etc. (wood or steel) shutters
including chowkhats architraves,hold
fasts and other attachment etc.
complete and stacking the material with
in all lead and lift.(ii) Exceeding 3 Sq.M.in
113 2 Dismentling barbed wire in fencing 66.15 Rmt
including making rolls and also
including dismentling fencing posts
including all earth work concrete in base
and making good the disturbed
ground stacking useful materials as
directed and disposing as directed
and disposing of the unserviceable
materials with all lead and lift.
114 2 Dismentling C.I. pipes G.S.W. pipes 74.03 Rmt
abd A.C. rain water pipes with fittings
and clamps including stacking the
materials with all lead and lift (for any dia, of
115 2 Dismantling santtary fittings like wash 401.63 Each
basin . W.C. pan Indian and Europe an
type, flushing tank etc. including
stacking the materials with all lead and lift
116 2 Scraping oil paint from steel and other 48.83 Smt
metal surface and making the surface
even (with Hand Scraping.)
117 2 Removing and scraping of old 19.38 Smt
deteriorated plaster of any
thickness from wall / R.C.C member
including stacking of serviceable
material and disposal of unserviceable
from site of work with all lead and lift
118 2 Providing and fixing M.S. fan clamps 168.53 Each
of shape and size as specified in
existing R.C.C. slab including cutting
chase and making good.
119 2 Cutting out cracks of roof terrace to V- 64.58 Rmt
section, cleaning out, wetting, grouting
with cement and sand slurry 1:3 (1-
cement 3-sand ) (upto 10 ton)
120 2 Cutting out cracks roof terrace to V- 75.29 Rmt
Section cleaning out and filling solidly
with a hot mixture of bitumen and
clean dry sand (1:1 by weight) (up to
121 2 Providing & Fixing in position 2900.00 Sq. M.
Alluminium doors with frame using
approved quality anodised
extruded alluminium section as
approved by Engg.in charge(Jindal
alluminium)(a) Frame sections
101.6x44.45 mm (b) Shutter bottom
vertical & top section 83.5x44.45
(wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter
bottom section at 114.3x44.45 mm at (1.37
kg/mt) Shutter middle section at 100x44.3
wt.(1.37 kg/mt) incl.providing & installing
5 mm thick approved color Acrylic
sheet of standard quality fixed with
glazing chips on upper pannel &
Laminated sheet on lower pannel
(wtt.0.13 kg/Rmt) etc.comp.as direction
of engg.in charge.(N.S.)
122 2 Providing & Fixing in position Fully Panelled 4583.00 Sq.M.
/ Partly Panelled Partly Glazed / Fully
Glazed Alluminium doors with frame
using approved quality anodised
extruded alluminium section of 1.5 mm
thickness as approved by Engg. In
charge.(Jindal alluminium )(a) Frame
sections 101.6x44.45 mm b) Shutter
vertical & top section 83.5x44.45
Shutter bottom section at 114.3 x44.45mm
at ( 1.37 kg/mt ) Shutter middle section
at 100x44.3 wt. (1.37 kg/mt ) incl.
providing & installing 5 mm thick Glass
of standaed quality fixed / 12 mm
thick Laminated sheet with glazing chips
(wt. 0.13 kg/ Rmt) in panels etc. comp.
as per Detail Given & direction of
engg.in charge.
123 2 Providing & Fixing in position 4518.00 Sq. M.
Alluminium window 2/3/4 track sliding
/ fix type with frame using approved
anodised extruded alluminium section of
minium thickness of 1.5 mm as approved by
Engg. In charge.(Jindal
alluminium) units equivalent.
including P/F installing 5 mm thick
clear/tinted Glass of standard quality
124 2 Providing and fixing standared extruded of 1815.14 Sq. M.
alluminium section of size 63.50 x 38.10 x
1.95 mm,@ Wt 1.094Kg / Rmt with colour
Powder Coated alluminium frame with
mm thick transparent bronze colour tinted
float glass as details etc complete for Fix
125 2 Providing and fixing of Ridge 458.85 Sqm
flashing for roof panel shall be made
out of 0.5 mm thick pre coated GI
sheet. The Pre coatedsheet shall be of
minimum 240 mpa steel grade
confirming to IS 14246:1995 and shall
have zinc coating of minimum 120 gsm
as per IS:277:1992, 5-7 microns
epoxy primer on both side of the sheet
and polyester top coat 15-18 micron. The
PP GI Sheet shall have plastic
protective guard film of minimum
microns to avoid scratches during
transportation. The ridge shall be fixed to
the steel members by poprivetor self
drilling/self stitching fastners @
maximum 450mm c/c along length of
capping/flashing etc complete .
126 2 Supplying and fixing vinyl flooring over 963.00 Smt
the surface having 1-2 mm thickness
as per directed by engineer
incharge etc as completed (N.S.)
127 2 Providing and laying 15mm 2690.00 Smt
bamboza wooden flooring as per
architect's drawing with all
necessary details as directed by the
project consultants. Use underlay for
better result as per Detail specifications
and directed by the project consultants.
(N.S.) Approved Rate )
128 50 Providing and fixing 1.20 Metre high 385.40 Rmt
fencing with 2.0 Metre long M.S. Angle
posts 40 mm x 40 mm x 6 mm and oil
painting 3 coats fixed at 2.5 Mt, C/c.
with five Horizontan lines and two
diagonals of galvanised steel barbed
wire weighting 9.38 Kg. per 100 Metre,
strained and fixed to posts with G.I,
staples including fixing the posts in
ground with 0.5 M x 0.5.M x 0.5 M. block
in C.C 1:5:10 etc complete.
129 2 Dismentling barbed wire in fencing 66.15 Rmt.
including making rolls and also including
dismentling fencing posts including all earth
work concrete in base and making good the
disturbed ground stacking useful materials
as directed and disposing as directed and
disposing of the unserviceable materials
with all lead and lift.
130 4 Constructing a sink (chowkedi) with 2235.66 Rmt
C.C. 1:2:4, 12 cm. thick over B.B.
masonry in C.M, (1:6) in front and dwarf
wall 1.0 Mt. high and 23 cm. thick
cement plaster to masonry / in C.M.1:3)
and cement concrete flooring in 1:2:4:
mix 5cm.dia.drain pipe etc.complete.
131 4 Constructing a cooking platform 60 cm. 933.98 Rmt
width and 70 cm high resting on B.B.
Masonry walls 23 cm. thick in C.M. (1:6)
with (i) Fixing or precast R.C.C. 1:2:4)
8 cm. thick slab with marble chips set in
C.M. (1:6) (6 mm thick terrazo) with
plastering on exposed faces walls in C.M.
(1:4) etc complete.
132 1 Making 15 mm groove in RCC work on road 30.00 Rmt
and filling it with polysulfied selant and
finished it good incl. all all labour charges
etc. comp as directed
133 2 P/A Tremix with dewartering 54.00 Sq.M.
machine and floater machine on
constructed CC work for finishing the
surface as per requirement. The rate
including all machinaries, labor,
loading, unloading, transportaion etc
complete as per direction given by
engineer incharge.
134 4 Carring out timber treatment to all wood 54.98 Smt
work including drilling holes and spraying
oil based chemical solution on surface of
timber work for termite control including
labour and material etc. complete. Using
Chlordene 20 EC. As Per
6113_part III Consentration Weight1.00
percent is recommended one litre chemical
emulsion dillute with 9 liter of
kerosene precent concentration.
Total dillute concrentration will be
10 litre inclusive of the litre
chemical emulsion appication 0.75 /
Litre chemical per one Sqmt printed two
coat wood surface.
135 4 Applying general insecticide pest control 88.40 Smt
treatment to floors, cup boards etc
including labour material etc.
complete. Using Heptachloride 20 EC.
As Per 6113_pests Consentration
Weight 0.50 percentis recommended one
litre chemical emulsion dillute with 39 liter
of water will give. Total dillute
concrentration will be 40 litre inclusive of
one litre chemical emulsion appication
0.5 Litre chemical / Sqm of surface
is recommended as per I.S
136 2 Carring out plinth treatment to post 104.90 Smt
construction / existing structure by spraying
chemical solution for termite control
treatment including labour and material
consist ment with I.S. specification.
Using Chlordene and Chior purfiles
EC. As Per 6131_paret-II
Consentration Weight on percentis
recommended i.e one litre 20 EC
chemical emulsion with 19 liter give
1% concrentration inclusive of one litre
chemical emulsion appication attherate
of 5 Litre chemical / Sqm of surface
is recommended as per I.S
137 2 Carrying out wall treatment for termite 37.34 Smt
control including spraying with chemical
solution in oil base (0.5 Lit./Sq.M.)
including labour and material Using
Hepachlor concentration 20 EC. As
Per IS.6316_paret-II Consentration by
Weight 0.50 percentis
recommended i.e one litre
chemical emulsion dillute with 39 liter go
fIS concrentration total dillite
concentration will be 40 litre inclusive of
one litre chemical emulsion appication
at the rate of 7.5 Litre chemical / Sqm of
surface is recommended as per I.S
138 1000 Providing erecting and fixing double 3.91 Litre
coated Syntex PVC.(ISI) water tank of
required capacity each with all necessary
fittings and connection etc. complete
139 Providing and fixing to wall, ceiling and
floor galvanised Mild steel tubes
(Medium grade) of the following
nominal bore, tube fitting and clamps
including making good the wall ceiling and
10 (A) 15mm (upto 10 ton) 23001AA 244.13 Rmt
10 (B) 20mm (upto 10 ton) 23001BA 297.25 Rmt
5 (C) 25mm (upto 10 ton) 23001CA 393.93 Rmt
5 (D) 32mm (upto 10 ton) 23001DA 491.51 Rmt
5 (E) 40mm (upto 10 ton) 23001EA 596.73 Rmt
5 (F) 50mm (upto 10 ton) 23001FA 779.60 Rmt
140 Providing and laying in trenches
galvanised mild steel tubes (Midium
grade) of the following nominal bore,
and tube fitting (Earth work in
trenches to be measured and paid for
5 (A) 15mm (upto 10 ton) 23002AA 150.91 Rmt
5 (B) 20mm (upto 10 ton) 23002BA 190.97 Rmt
5 (C) 25mm (upto 10 ton) 23002CA 279.39 Rmt
2 (D) 40mm (upto 10 ton) 23002DA 421.12 Rmt
2 (E) 65mm (upto 10 ton) 23002EA 716.66 Rmt
2 (H) 80mm (upto 10 ton) 23002HA 910.69 Rmt
141 1 Making connection of galvanised Mild 600.08 Each
steel distribution branch with galvanised
mild steel main 50 mm to 80 mm
nominal bore by providing and fixing
tee including cutting and threading the
pipes complete.
142 Providing and fixing to wall ceiling and floor
6.0 Kg.F/Cm2 working pressure
poluthene pipes of the following out
side Dia. Low densidy, complete
with special falnge compression type
fittings,wall clips etc.including making
good the wall ceiling and floor.
143 Providing and fixing to wall ceiling and
floor 10.0Kg.F/Cm2 working pressure
polythene pipes of the following out
side Dia. Low densidy, complete
with special falnge compression type
fittings, wall clips etc. including making
good the wall ceiling and floor.
144 10 Providing and fixing cast iron (Spun) 600.08 Each
Nahni trap of the following nominal
diameter of self cleaning design with C.I.
screaed down or higned grating
including cost of cutting and making good
the walls and floor 100 mm inlet and 50 mm
outlet.(C)100mm dia.
145 20 Providing and fixing water closet 926.10 Each
squatting Pan (Indian type
W.C.Pan) size 580 mm (Earth work,
bed concrete, foot rest and trap to be
measured and paid for separately) (A)
Vitreous China. (I)Long pattern = White
146 10 Provdg. & fixing wall mounted White 4250.00 No.
/ Color Vitreous China European
water closet with integral P trap
of "Cera" - Clair Series or equivalent
incl. seat cover , Chair Bracket etc.
complete as per direction of engg. In
147 20 Providing and fixing wsh down water 1290.80 Each
closet (Europe an type, W.C.Pan) with
integral P or S trap including jointing the
trap with soil pipe in Cement
Mortar1:1 (1- Cement:1-fine sand)
(Seal and cover to be measured and paid
forseparately) (A) vitreous China
Pattern :(i) in white colour
148 10 Providing and fixing Urinal of approved 1535.63 No.
quality including connection with trap and
with integral longitudinal flush pipe.(A)
Squating plate pattern white earthenware
149 10 Providing & Fixing Angle cock of " Ess 403.39 No.
Ess" - Trend series or equivalent
standard make as approved by engg.
in charge all complete. (N.S.)
149 A 10 Providing & Fixing pillar cock of " Ess 641.53 No.
Ess" - Trend series or equivalent
standard make as approved by engg.
in charge all complete. (N.S.)
150 10 Providing and fixing 100 mm size P or 311.85 Each
S trap for water closet squatting pan
including jointing the trap with the pan
and soil pipe in cement Mortar1:1 (1-
Cement : 1-Fine sand)(A) Vitreous
China.Pattern in white colour
151 20 Providing and fixing washbasin with single 1400.18 Each
hole for pillar tap with C.I. or M.S. brackets
painted white including sutting holes and
making good the same but excluding
fittings.(A) Vitreous China:(ii) Flat Back
washbasin 550 mm x v 400mm size. (i) In
152 20 Providing and fixing Kitchen sink with C.I. 2257.69 Each
or M.S. brackets, painted white including
cutting holes in walls and making good
the same but excluding fittings. ©
Vitreous China Sink. (i) 600 mm x 450 mmx
153 10 Providing and fixing 600 mm x 450 mm 825.48 Each
bevelled edge mirrror of superior
glass mounted on 6 mm thick A.C. sheet
or ply wood sheet and fixing to wooden
pluge with C.P. brass screws and washers.
154 Providing and fixing chromium plated brass
halftrun flush cock of approved quality
including fixing in pipe line etc. complete.(ii)
155 10 Provdg. & fixing White / Color 2950.00 No.
Vitreous china Counter wash basin with
signle hole for pillar tap of "Cera " -
Concord series of 550 x425 mm size to
be fiited in stone counter with necessary
brackets painted white incl. cutting
holes and making good the same .Cost
Includes P/F C.P. brass waste
coupline, 32 mm dia fisher union ,15 mm
dia. Pillar cock & Angle cock of " Ess
Ess"- Trend series ,32 mm dia. Waste
pipe etc. complete as per dir. of engg.
156 500 Finishing wall with water proofing cement 56.87 Smt
paint of on wall surfaces (Two coats) to give
an approved brand and manufacture and of
required shape even shade after thoroughly
brushing the surface to remove all dirt and
remains of loose powered materials.
156 a 500 Extra over Item 156 for every subsequent 31.82 Smt
coat of water proofing cement paint of
approved brand and manufacture.
157 2 Providing & Fixing S.S.304 Grade Sink 4650.00 No.
of Nirali / Krishna or Equivalent
Make for Kitchen Platform of size :
24":x18" as per Direction of engg. In
157A 2 Providing and fixing Kitchen sink with C.I. or 2257.69 Each
M.S. brackets, painted white including
cutting holes in walls and making good the
same but excluding fittings. (C) Vitreous
China Sink.(i) 600mm x 450mm x 150mm
158 2 Providing and fixing C.P. brass towel 597.22 Each
rail comlete with C.P.brass brackets
fixed to wooden plugs with C.P. brass
scews.(B) 600mm x 20mm size.
159 2 Providing and fixing 600 mmx120 mm 561.03 Each
glass shelf with C.P. brass bracket and
guard rail complete mixed to wooden
plug with C.P.brass screws.
160 2 Providing and fixing toilet paper holder. 414.53 Each
161 2 Providing and fixingof S.S. Railing pipe 50 1004.24 Rmt
mm x 16 G ASIS 304 Grade as per
instruction of engineer in charge.
162 Providing and fixing screw down bib taps
of following size. (B) Brass chromium plated
screws down Bib Tap.
10 (i) 15mm dia. 23028A1 184.98 Each
10 (ii) 20mm dia. 23028A2 212.68 Each
163 Providing and fixing screw down bib taps
of following size. © Gun metal screw
10 (i) 15mm dia. 23028C1 157.29 Each
10 (ii) 20mm dia. 23028C2 176.09 Each
164 Providing and fixing pillar tap, capstan
head, screw down high pressure with
screws, shanks and back nuts.
10 (i) 15mm dia. 23029A 305.67 Each
10 (ii) 20mm dia. 23029B 351.18 Each
165 Providing and fixing Gun metal check
or non-return fullway wheel valve.
10 (i) 15mm dia. 23028A1 184.98 Each
10 (ii) 20mm dia. 23031B 201.80 Each
10 (III) 25 MM DIA 23031C 416.47 Each
10 (E) 40mm dia 23031E 656.86 Each
165 A 10 Providing and fixing brass screw down stop 203.79 Each
tap.(A) 15 mm dia 23030A
B 10 20 MM DIA 23030B 221.59 Each
C 10 25 MM DIA 23030C 218.63 Each
166 Providing and fixing chromium plated
brass half trun flush cock of approved
quality including fixing in pipe line etc.
10 (i) 20mm dia. 23032A 252.26 Each
10 (ii) 25mm dia. 23032B 261.16 Each
10 (iii) 32mm dia. 23032C 273.03 Each
167 10 Providing and fixing Urinal or 1026.01 Each
approved quality including
conecting the Urinal with waste pipe
tap etc.complete. (A) White earthen ware
flat back or corner type size 430mm x
168 10 Providing and fixing Urinal of 1535.63 Each
approved quality including
connection with trap and with integral
longitudinal flush pipe. (A) Squating
plate pattern white earthen ware
169 10 Providing and fixing chromium plated, 292.87 Each
bottle trap with necessary couplings of
approved quality for wash basin.
170 10 Providing and fixing ball cock 131.57 Each
ofapproved quality as directed. (A)
Copper Metal (i) 25mm dia.
171 10 Providing and fixing ball cock 187.96 Each
ofapproved quality as directed. (A)
Copper Metal (i) 50 mm dia.
172 10 Filling with good Quality thor as and 3850.00 Cmt
where directed by the Architect /
Engineer-in-charge, in sunk in layers of
cm. thickness, including watering,
ramming well etc. complete, as directed
by the Architect / Engineer-in-charge .
173 20 Providing laying and jointing in true line and 71.93 Rmt
level 15 mm dia. U.P.V.C. Pipe (SCH-40)
for cold water including fittings make
PRINCE/ SUPREME/ ASTRAL/ FINOLEX
or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every
two metre C/C or shall be concelled
as directed including necessary fittings
etc. including testing of pipe and joints and
fixing the same with solvent, including
cost of all materials.adhesive
174 20 Providing laying and jointing in true line and 90.93 Rmt
level 25 mm dia. U.P.V.C. Pipe (SCH-40)
for cold water including fittings make
PRINCE/ SUPREME/ ASTRAL/ FINOLEX
orequivalent as approved by
Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every
two metre C/C or shall be concelled
as directed including necessary fittings
etc. including testing of pipe and joints and
fixing the same with adhesive solvent,
including cost of all materials.
175 20 Providing laying and jointing in true line and 117.97 Rmt
level 32 mm dia. U.P.V.C. Pipe (SCH-40)
for cold water including fittings make
PRINCE/ SUPREME/ ASTRAL/ FINOLEX
or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every
two metre C/C or shall be concelled
as directed including necessary fittings
etc. including testing of pipe and joints and
fixing the same with adhesive solvent,
including cost of all materials.
176 2 Providing laying and jointing in true line and 146.65 Rmt
level 40 mm dia. U.P.V.C. Pipe (SCH-40)
for cold water including fittings make
PRINCE/ SUPREME/ ASTRAL/ FINOLEX
or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every
two metre C/C or shall be concelled
as directed including necessary fittings
etc. including testing of pipe and joints and
fixing the same with adhesive solvent,
including cost of all materials.
a 20 Providing laying and jointing in true line and 193.73 Rmt
level 50 mm dia. U.P.V.C. Pipe (SCH-40)
for cold water including fittings make
PRINCE/ SUPREME/ ASTRAL/ FINOLEX
or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every
two metre C/C or shall be concelled
as directed including necessary fittings
etc. including testing of pipe and joints and
fixing the same with adhesive solvent,
including cost of all materials.
177 5 Providing and fixing premoulded 788.78 Smt
compressible filler board in black colour
confirming to MoRT&H Specifications
(Clause 1015), having minimum density
95kg/cum. non-staining with less than 1%
water absorption & compression recovery of
93% minimum as per specification for
mm wide expansion joint including cutting
to required size and shape at all levels
etc.complete as directed.
178 5 Fixing sun film for protection sunlight in 402.54 Smt
black or any colour as as directd by
engineer In Charge.(Market rate)
179 60 Providing & Fixing 3 mm thick 1930.00 SqM
F.R.P.sheet of Approved Quality & Color /
Pattern as per Consultant's design also
includes required fabrication structure in
the grid of 2'-0x2'-0 size using hollow
pipe of16 gauge & size 2"x1" & 1"x1"
,G.I. & Bitumen Washers, Silicon paste
application for fixing the sheet . Rate
also includesnecessary bending, cutting,
labor charges , Zinc Primer coat & Two
coats of oil painting of color as approved
by consultants & making good the wall.
180 10 Providing 2 mm thick F.R.P. Gutter with 400.00 Rmt
necessary M.S. Supporting Brackets.
181 10 Hiring charges for J.C.B.machine 600.00 Hrs.
inclduing cost of fuel, operator, dirver
etc.. ( 12 hours sift day/night)
182 5 To provide tractor with hydraulic trolley, 3000.00 No.
driver, 4 Nos. of Labor with all tools like
bucket drum, showels, trikam,
pavadas, etc,, to carryout different
works during monsoon for 12 Hrs. Shift.
Work shall be carried out as per the
instrucitons of Engineer In-Charge.No extra
charged shall be paid for night shift.
183 2 Roller Blind Providing and fixing Roller 3285.00 Smt
Blind curtain fixed on window level
on wooden batten and curtain lift with
cotton thin rope, make of aerolax
or equivalent design and colour as per
instruction by engineer – in – Charge
with necessary hardware fitting, material
and labour etc complete.
184 5 Providing & Fixing Door closer - complete of 474.58 No.
Approved make to wooden / Aluminium
Doors as per direction of engg. In charge.
185 5 Providing and fixiing M.S. Fan clamps type 124.74 No.
1 of 16 mm dia M.S. bar bent to shape with
hooked ends of R.C.C. slabs during laying
incl. painting the exposed protion of loops,
all as per standard design complete.
186 5 Providing cement vata (10cm. x 10 cm. 23.45 Rmt
size) quarter round in cement mortar 1:1
including neat cement finishing, watering
187 2 Making Water connection from exi.Muni. 250.00 No.
Water line (N.S.)
188 4 Applying and providing Expansion joint 4724.75 Smt
sealing System on 100 mm vide joint
including cleaning of exansion joint by
mechanical means provision ofadhesive
and flexible membrane with required bond
length as per menufracturer specification
and 4mm thick alluminium strip covering
with one side sloted and bolted with
suitable system, inclusive of all manpower,
machinery and material as per specification
and as directed.
189 4 Providing and Fixing 1 H.P. Electrical 6800.00 Set
monoblock or submarcible water pumps
withmotor and required cable and switch
board of approved brand and make
etc.comp.as directed.
190 a 100 .Providing TMT Bar FE 415 reinforcement 66.59 Kg.
for R.C.C. work including bending, binding
and placing in position complete up to floor
two level (up to 10 ton)
b 100 ProvidingTMTBarFE500/500Dreinforcement 75.46 Kg.
for R.C.C.workincluding bending,binding
and placing in position complete upto floor
two level placing in position complete upto
floor two level placing in position complete
upto floor two level(upto 10 ton)
191 20 Providing and fixing 30mm thick solid both 2214.00 Smt
side prelam PVC door shutter (sintex door-
equivalent) with necessary alluminium fitting
with EL-7 section frame
192 2 Providing & Fixing in position Alluminium 2350.00 Sq. M.
window sliding / fix type with frame using
approved anodised extruded alluminium
section as approved by Engg. In
charge.(Jindal alluminium) units equivalent
(a) Frame sections 65 x 25 mm ( at
kg/mt) (b)Sliding Frame bottom section of
Shutter top & bottom section 40 x18 mm (
wt. 0.41 Kg/Rmt ) (d) Shutter interlock
vertical section 10 x 18 mm.( 0.41 Kg/ Rmt)
(e) Shutter vertical of 40 x 18 mm. (0.41
Kg/Rmt) including P/F installing 5 mm thick
approved color Acrylic sheet of standard
quality etc.comp.
193 20 Providing and laying polished granite stone 2690.00 Smt
slab 18 mm thick in risers of steps, dedo
and pllars laid on 10 mm thick cement
mortar 1:3 (1 cement:3 coarse sand) and
jointed with gray cement slurry including
rubbing & polishing etc.complete.
194 4 Wall panelling with 12 mm MDF fixed to 1688.00 Smt
existing alluminium framing and making
grove as per design and finished with
royal plastic paint as per instruction of
engineer incharge. (N.S.)
195 10 Providing and laying 15mm 2690.00 Smt
bamboza wooden flooring as per
architect's drawing with all
necessary details as directed by the
project consultants. Use underlay for
better result as per Detail specifications
and directed by the project consultants.
(N.S.) (Approved Rate )
196 10 Providing 20 mm thick double coat mala 269.78 Sq.M.
cement plaster on interior brick / concrete
work for plastering comprising of base coat
of 12 mm thick cement plaster in cement
mortar (1 Cement : 4 coarse sand) in rough
finishing and 8 mm thick top coat of cement
mortar 1:2 (1 Cement : 2 Coarse sand)
finished with trovel including scaffolding
curing etc. complete.
197 500 Finishing wall with weather proof exterior 113.40 Sq.M.
emulsion paint on wall surface (two coats)
to give an required shape evenshade after
thoroughly brushing the surface to remove
all dirt, and remains of loose powdered
materials.etc complete
198 2 High Back Chairs for vip Lounge 6750.00 Each
:Supplying and installation of
“Revolving High Back” chairs. The chairs
must be robust, ergonomically
designed and comfortable. Seat
& Back Assembly -1.2 cm thick
hot pressed plywood and upholstered with
Fabric and Molded Polyurethane
Foam with PVC lining all around.
Back foam is designed with contoured
lumber support for extra comfort. Chairs
Dimension - Width 55 cm, Depth 60 cm
Height 103 – 115.5 cm, Seat Height(SH)
44 – 56.5 cm. The Polyurethane foam
should be molded with density 45+/-2
kg/m3 & Hardness = 16+/-2
kg/m3onHampden machine at 25%
compression. Arm Rest - One-piece
Black integral skin polyurethane with
50-70 shore. `D’ Type Handle and
reinforced with MS insert. Centre
Pivot Mechanism - 360o revolving type
17o maximum tilt on pivot at centre Tilt
tension adjustment. Upright locking.
Telescopic Bellow Assembly - The
bellow should be 3 piece telescopic type
and injection molded in black
Polypropylene. Hydraulic Height Adjustment
- The Hydraulic height adjustment should
be provided with adjustment stroke of at
least 10cms. Pedestal Assembly - The
pedestal should be injection molded
in Black powder coated MS on and
fitted with 5 nos. twin wheel castors.
Twin wheel castors - The twin wheel
castors should be injection molded in
Black Nylon The complete item as
per architect /engineer in charge
199 2 Providing and supplying Medium Back 5500.00 Each
Chair for Control room MODEL LIKE
HOF OCT 172 Revolving synchro
tilting mechanism based chair with gas lift
for adjustable height and medium
curved back with seat and back PU molded
cushion with MS pipe frame structure
and white foam layer for seat and molded
PU foam. White foam layer for back
covered with thick cloth and draped
with cloth of approved shade. (min. of
Rs.150/meter). 5 legged revolving
molded nylon chair base with good quality
of PU castors with 2 years replacement
guarantee. The chair to have wide
polyurethane arm rest of approved shape.
Complete chair should be in suitable
shape. Rates to be inclusive of all
taxes and free delivery at site. The
complete item as per architect /engineer
200 5 Providing and fixing storage, entire unit to 12500.00 Smt
be made from 19 mm th. and 12mm Ply
with 1.0mm &. 8 mm th. Laminate.
Shelves to be made from 19mm Ply
with both side laminate. Rate shall
include necessary approved mortise
locking systems, S S Handle pair 2" to
4" height and necessary hardware.
Over all storage to be completed with
necessary hard ware and accessories
completed as per drawing and design
as given by Architect.
201 1 Existing storage repairing and veneer 7500.00 Smt
on top Providing and fixing of Louvers On
Existing d.c panel Providing and fixing
35mmthk. Louvers shutter made up
from Ghanateak frame with 135x75mm
and shutter frame as per detail and fixing
aluminum louvers which is
specified readymade powder
coated aluminum grill panel louvers .and
applying melamine spray polish all exposed
wood work. Overall door to be
completed with necessary hardware
and accessories completed as per
drawing and design as given by
Engineer In charge/Architect.
202A 1 Providing and fixing flush door 4686.36 Smt
shutters, solid core construction with
frame of first class hardwood with cross
board and face veneer or plywood face
panels, with both side 1 mm laminate
finishing including anodized aluminum
butt hinges with necessary screws.
Decorative type and pine wood core
anodized minimum 3 no 150 mm long
aluminum butt hinges in flush door
shutters with 2 no of brass holdfast
mm long 1 no brass tower bolt 250 mm
long and two no of 150 mm long brass
door handle . Decorative both side
laminated Flush door 35 mm thick. with
frame of 10 cm x 7 cmt Indian teak
wood frame including all necessary
fitting fixtures hardware screw and
adhesive etc fixing up to all lead and lift
height up to 45 mtr from GL etc complete as
per direction of engineer in charge
B 1 Providing and fixing 35mm thick factory 2131.00 Smt
made moulded door shuter consisting of
solid core single leaf flush door of 30mm
thickness, lipped with 15mm (5mm x 3)
thick x 30mm width on one stiles and top
rail and 10mm (5mm x 2) thick x 30mm
width on the other stilesand bottom rails.
The inner panel laminated with 2mm thick
termite proof, water proof and fire resistant
moulded PVC sheet with 2,4,6 raised panel
design in different plain and /or prelim
colours on one side after routing the
moulded design on flush door and 2mm
plain and/or prelim PVC sheet on other side
using rubber adhesive on flush door and
solvent cement adhesive on the PVC liping
etc. complete as per direction of Engineer
in charge, manufacture’s specification and
203 10 P/M/F chainlink jali 8'x4' size as per details 1230.00 Rmt
sketch & instructionof engineer in charge
same as lal darwaja garden pattern
consisting of 3'dia. M.S black pipe 'A' class
5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of
9"x9"x9" size chain link jali of size 2"x2"x10
gauge fixed in 35x35x5 mm MS angle
frame 8'x4' size with MS flat of size 25x3
mm welded jali etc.comp.The jali is to be
welded to MS pipe with MS flat as
instruction given.The M.S pipe and the M.S
angle frame are to be painted one coat of
primer and two coats of paint as directed in
line and level. (N.S)
204 Providing & Fixing masonary wall with
porbandar lachiya stone with well dressed
grooveas per directed by engg.in charge for
foundation, plinth or super structure level
(above plinth level upto floor two level) in
cement mortar 1:5 (1-cement : 5-fine sand)
incl.pointing the joint with white cement and
yellow oxide powder in proportion to match
stone colour the joints should be thread
grooved as per exi. lake stone pitching
1 (A) stone masonary wall/stone dressed 8990.00 Cmt
single faced (size 15"x8"x9")
1 (B) stone coping (size 15"x8"x4") 510.00 Rmt
1 (C) stone coping (size 15"x8"x9") 790.00 Rmt
1 (D) stone column (size 15"x15") 10710.00 Cmt
1 (E) stone column top (size 20"x20"x9") 685.00 No.
205 30 Supplying and fixing of 300 mm-L x 150 393.00 Rmt
mm-B x 380 mm-H Kerb block for
Footpath in M-20 grade using 20 mm
nominal size black trap aggregate of
Sevaliya/Timbaor equivalent quality
for pre-cast blocks,
reasonablyexposed finish/
formwork , mould with well
equippedwith vibratory system for kerb
stones of approved design including
curing, etc. complete, including thecost
of formwork etc. complete. The rate
shall also include necessary cutting
of asphalt, fixing the Kerbstones in line
and level on 5 cm thick sand bedding
withnecessary equipments and materials.
The rate shall also include the flush
pointing in CM (1:3) for all joints of
thekerbstones. Filling of zari alone the
sides of the kerbstone fixed with
Bituminous concrete
Bituminousconcrete / C.C. mixed in
proper position to flush withthe road
surface as directed by Engineer in
change to form a portable mixture.a)
Laying on 5 cm thick Sand Bedding
b 30 Providing and fixing pre-cast concrete kerb 376.43 Rmt
stone of gray cement based concrete block
30cm length,30cm height and 15cm thick of
M200 grade concret as per approved
design and including excavation for fixing in
proper line and level,filling the joint with C:M
1:3 (1cement:3fine sand) etc complete.
206 30 Providing and Laying of Rubber Moulded 501.60 Smt
Paver Block Grey/Coloured 60 mm thick, M-
35 Grade of any size shape (Usually Uni-
Paver Blocks) using black trap good quality
aggragate of 20 mm nominal size for
footpath,parking areas, service lanes and
other areas as mentioned in the drawing /
instruction of engineer in charge. Cost
includes formworks using rubber mould,
Rate providing and laying paver blocks as
per required grading and specification. The
paver block shall be mechanically
compacted. The work of paving blocks shall
be executed in line and level by skill mason
of flooring work only. It should be laid in
such a way that the no cutting of the paver
block to be necessary. if cutting of paver
block necessary then it should be cut by
machine only and carting. The finished
surface of the paver block shall have
resonably good, plain finished. Paver
blocks shall be compacted and shall be
relaid if necessary. Gravel or such type of
materials shall not be allowed for
production. Laying on 5 cms thick sand
207 2 Provoding and fixing flush door shutters, 1779.97 Smt
solid core construction with frame of first
class hard wood with cross board and face
veneer or ply wood face panels, including
anodised alluminium butt hinges with
necessary screws. (B) Non- decorative type
and block board core anodised alluminium
butt hinges in flush door shutters (2) 35 mm
thick. Labour work for fixing any kind of
paving with cement pointing in CM 1:2,
including watering, ramming etc comp. as
dir.For pavement
208 5 I) Laying on Sand bedding as per 68.64 Smt
requirement to fix the C.C.Block / Nibhada
Stone in Line & Level
209 Box type metal letters forming composite
box made from 1mm thick stainless steel
plate of grade 304 having brush finish of
following font size to be fixed at Main Gate
in english and or Gujrati and including fixing
charges approved before fixing by clent /
A 2 400mm high 1000.00 Nos.
B 2 300 mm high 750.00 Nos.
C 2 230 mm high 565.00 Nos.
210 2 Providing and fixing false ceiling at all 850.00 Smt
height including providing and fixing of
frame work made of special sections, power
pressed from M.S. sheets and galvanized
with zinc coating of 120 gms/sqm (both side
inclusive) as per IS : 277 and consisting of
angle cleats of size 25 mm wide x 1.6 mm
thick with flanges of 27 mm and 37mm, at
1200 mm centre to centre, one flange fixed
to the ceiling with dash fastener 12.5 mm
dia x 50mm long with 6mm dia bolts, other
flange of cleat fixed to the angle hangers of
25x10x0.50 mm of required length with nuts
& bolts of required size and other end of
angle hanger fixed with intermediate G.I.
channels 45x15x0.9 mm running at the
spacing of 1200 mm centre to centre, to
which the ceiling section 0.5 mm thick
bottom wedge of 80 mm with tapered
flanges of 26 mm each having lips of
mm, at 450 mm centre to centre, shall be
fixed in a direction perpendicular to G.I.
intermediate channel with connecting clips
made out of 2.64 mm dia x 230 mm long
G.I. wire at every junction, including fixing
perimeter channels 0.5 mm thick 27 mm
high having flanges of 20 mm and 30 mm
long, the perimeter of ceiling fixed to
wall/partition with the help of rawl plugs at
450 mm centre, with 25mm long dry wall
screws @ 230 mm interval, including fixing
of gypsum board to ceiling section and
perimeter channel with the help of dry wall
screws of size 3.5 x 25 mm at 230 mm c/c,
including jointing and finishing to a flush
finish of tapered and square edges of the
board with recomme-nded jointing
compound , jointing tapes , finishing with
jointing compound in 3 layers covering upto
150 mm on both sides of joint and two
coats of primer suitable for board, all as per
manufacturer’s specification and also
including the cost of making openings for
light fittings, grills, diffusers, cutouts made
with frame of perimeter channels suitably
fixed, all complete as per drawings,
specification and direction of the Engineer
in Charge but excluding the cost of painting.
211 1 Providing and fixing wall acoustical 4160.00 Sq.mt.
paneling using ecotone Slato/ Anutone
slato or equivalent Acoustic Panel make
Slats L-16 of size 128mmx2430mmx16mm
thick up to 2400mm high as per the
following specification :-Slats L-16- 2mm
@16mm, 32 x 128 x 2430 mm high grade
Pine wood base Medium Density Fiber
acoustic boards with Tongue & Groove
Edge,2mm slot perforation @ 16mm centre,
slates perforations, The acoustic should be
furnished with a Black absorbent felt
backing with an airflow resistance of 330-
460 Ns/m³ (DIN 53887),wood practical
core,NRC : should be Up to 0.75,should
meet the safety requirements of EN
Fixing :- Sound Strut CC18 screw fixed
horizontal/vertical to wall at every 600mm
c/c. Metal cleat can be fixed on top edges
of Sound Strut CS55 fixed directly by
stamping to the CS55 and IC91 which is
screw fixed directly to the wall where ever
required with a backing black color fabric as
approved by Architect and as specified
including all accessories, material & labor
complete as directed by Architect /
212 1 Providing & Fixing SPEED BUMP - #2 No 2185.00 Rmt.
(1 black, 1 yellow) 350 x 500 x 50 mm, Size
per color End Cape 350 MM x 175 MM x
MM TOP DESIGN - Lining Top flat ANTI
SKID PATTERN FOR GRIP COLOUR :-
YELLOW & BLACK BODY MATERIAL :-
MODIFIED THERMOPLASTICS (Polymer
Rubberized ) • ECO FRIENDLY
RECYCLE RUBBER Packing :- 4 pcs/
woven Bag Load Capacity :- 20 MT Fitting (
Fixing on TRAKE) :-4 holes & END CAPE :-
2 HOLE HEX Bolts with Washer Epoxy for
Bolt Fitting etc. complete as directed by EIC
213 1 Providing & Fixing in position 24 MM 2619.00 Sq.mt.
exposed grid suspension system with “P “
Grid profile false ceiling system using
MM X 600 MM ecotone/anutone or
equivalent make Glass Fiber Ceiling Tiles
having tegular edges & 0.90 NRC value
and approved surface design (with NRC of
0.90) and edge profile Tegular placed in a
suspended grid of size 600 MM X 600 MM
made from hot dipped GI Steel sections,
rotary stitched, main tee of size 24 X 42 X
3000 MM X 0.40 MM thickness suspended
at every 600 MM c/c along length of ceiling
with 4 MM dia, Pre-straightened G.I.Wire
with necessary level adjusters &
intermediate cross tees of size 24 X 38 X
600 MM X 0.40 MM thickness shall be
inserted in to slots between the main tees
at 600 MM centers in direction vertical to
the main tees, where in the main tees are
resting on the periphery on wall angles of
size 24 MM X 24 MM X 3000 MM X
MM thickness including providing necessary
openings for light fixtures, diffusers etc.
214 1 Providing and fixing of Roller blind 2610.00 Smt
curtain/blackout. The fabric shall be woven
from formulated platisol extruded over a
polyaster yarn.The fabric shouldl be
weaved to provide subtle view of the side of
the blind and should offer elimination of
glare and sunlight radiance upto a minimum
of 80%.The fabric shall be flame retardant.
215 1 Providing and applying Texture Paint 425.00 Sq.m
(Rustic Finish) on external plastered
surfaces, pattern as per sample approved
by the Architect. including preparing
surface, using roller to get approved
texturised surface. Job to include making
required surface preparation, to receive
Texture paint finish etc. All complete as per
detail drawing, as specified and as directed
by Architect / Consultant / Project - In -
Charge. The rates shall be inclusive of
Scaffolding, all material, labour etc.
complete. as directed by EIC.
216 2 Providing and fixing PVC/Gpsysum plain 766.00 Smt
colour false ceiling with grid type with
aluminium frame from gypsteel, fastners
,props, Finishing as per architectural
drawing allowing openings for
A.C. Diffusers, Light/Electrical Points
etc –complete, Prior to fixing on
frame.(Brand : Anutone or
equivalent ) (N.S.) or as directd by engineer
217 2 Provdg. & laying S.W. Gully trap with brick 1279.40 No.
masonry chamber & water tight G.T.Stone
including fixing of covervSquare mouth trap
100 mm x100 mm size P-Trap
218 2 Providing cement vata (10cmx10cmsize) 23.45 Rmt.
quarter roundin cement mortar 1:1 including
neat cement finishing, waterin getc.
219 2 Providing and laying (to level or slopes) and 211.05 Rmt.
jointing with stiff mixture of Cement Mortar
in proportion 1:1 Salt glazed stoneware
pipes including testing of pipes and joints
complete.(A) 100mm dia.
220 2 Providing and laying (to level or slopes) and 288.23 Rmt.
jointing with stiff mixture of Cement Mortar
in proportion 1:1 Salt glazed stoneware
pipes including testing of pipes and joints
complete.(B) 150mm dia.
221 2 Constructing brick masonry chamber for 2903.89 Each
underground C.I. Inspection chamber and
bends with bricks having crushing strength
not less than 35Kg/Cm2 in C.M. 1:5 C.I.
cover with frame (Light duty) 455mm x
610mm intenal dimensions total weight of
cover with frame to be not less than 38Kg.
(Wt. of cover 23 Kg.) and Wt. of frame
15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-
cement :2- coarse sand :4-graded stone
aggregate 20mm size) foundation concrete
1:5:10 inside plaster 15mm thick with
cement mortar 1:3 finished smooth with a
floating coat of neat cement on walls and
bed concrete etc. complete.(i) Inside
dimensions 455mmx 610mm and 450mm
deep for single pipe line.
222 2 Constructing brick masonry chamber for 3624.51 Each
underground C.I. Inspection chamber and
bends with bricks having crushing strength
not less than 35Kg/Cm2 in C.M. 1:5 C.I.
cover with frame (Light duty) 455mm x
610mm intenal dimensions total weight of
cover with frame to be not less than 38Kg.
(Wt. of cover 23 Kg.) and Wt. of frame
15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-
cement :2- coarse sand :4-graded stone
aggregate 20mm size) foundation concrete
1:5:10 inside plaster 15mm thick with
cement mortar 1:3 finished smooth with a
floating coat of neat cement on walls and
bed concrete etc. complete.(i)Inside
dimensions 500mm x 700 mm and 450mm
deep for pipe line
with one or two inlets.
222A 1 Constructing brick masonry chamber for 7109.35 Each
underground C.I. Inspection chamber and
bends with bricks having crushing strength
not less than 35Kg/ Cm2 in C.M. 1:5 C.I.
cover with frame (Light duty) 455mm x
610mm intenal dimensions total weight of
cover with frame to be not less than 38Kg.
(Wt. of cover 23 Kg.) and Wt. of frame
15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-
cement :2- coarse sand :4-graded stone
aggregate 20mm size) foundation concrete
1:5:10 inside plaster 15mm thick with
cement mortar 1:3 finished smooth with a
floating coat of neat cement on walls and
bed concrete etc. complete.(iii) Inside
dimensions 600mm x 850 mm and 450mm
deep for pipe lines with three or more inlets.
223 5 Providing, supplying and fixing precast C.C. 219.00 Rmt.
blocks (M-20) edge kerb having size of
x 300 x 300 mm depth and as per design
conveying it to the site, jointing into C:M 1:3
and racking out the joints incl. necessary
excavation of asphalt, soil etc..completed.
224a 2 Constructing a cooking Sandwich platform 933.98 Rmt.
60 cm. width and 70 cm high resting on
B.B.Masonry walls 23 cm.thick in C.M.(1:6)
with (ii) Fixing black Granitee 30mm thick
laid on precast R.C.C. (1:2:4) slab with
plastering on exposed faces of wall in C.M.
(1:4) etc complete.
224b 2 Constructing a cooking platform 60 cm. 1132.43 Rmt
width and 70 cm high resting on
B.B.Masonry walls 23 cm.thick in C.M.(1:6)
with (ii) Fixing black kadappa stone 30mm
thick laid on precast R.C.C. (1:2:4)slab with
plastering on exposed faces of wall in C.M.
(1:4) etc complete.
225 5 Providing and fixing hard drawn steel wire 754.65 Smt
fabric 75mm x 25mm mesh or weight not
less than 7.75 kg. per Sq.M. to window
frames etc. including60 x 20mm beading of
226 5 Providing & fixing 15 cm wide chicken mesh 35.00 Rmt.
jali with nails & then application of 15 mm
plaster on R.C.C.& masonary joints as per
dir.of engg.in charge
227 5 Providing and laying cement concrete 348.08 Smt.
flooring 1:2:4 (1-cement : 2-coarse sand : 4-
graded stone aggregate 20mm nominal
size) laid in one layer and finished with a
floating coat of neat cement. (A) 50mm
228 500 Providing and constructing, Underground 6.50 Litre
(U/G) water tank of specified capacity, on
specified location, for all depths, in
controlled CC of M-200 grade with bottom
slab, top slab and RCC walls, including cost
of form work and reinforcement,with inside
and outside plaster in CM 1 :3 and water
proofing treatment as per IWP
specification,including injection, grouting,
etc. complete. The rate includes for
providing and fixing two nos. 0.6m. x 0.6 m.
size medium duty CI manhole cover/s at
top, including wash out pipe line and inlet
and outlet connections etc. complete.
229 2 Providing & Fixing of Armstrong Mineral 1307.00 Smt
Fibre Acoustical Suspended Ceiling System
with Dune (Bevelled Tegular) Edge Tiles
With Armstrong 15mm Exposed GRID. The
tiles should have Humidity Resistance (RH)
of 99%, NRC 0.5, Light Reflectance ≥85%,
Thermal Conductivity k = 0.052 - 0.057 w/m
K, Colour White, Fire Performance UK
Class 0 / Class 1 (BS 476 pt - 6 &7) in
module size of 600 x 600 x 15mm , suitable
for Green Building application, with
Recycled content of 32%. The tile shall be
laid on Armstrong Silhouette profile grid
system with 15mm white flanges
incorporating a 6mm central reveal in
white/black colour and with a web height of
45mm and a load carrying capacity of
minimum 15.68 Kgs/M2 & minimum pull out
strength of 100 Kgs.. Silhouette, Main
Runners & Cross Tees to have mitred ends
& “birdsmouth” notches to provide mitred
cruciform junctions. The T Sections have a
Galvanizing of 90 grams per M2 and need
to be installed with Suspension system of
Armstrong make. Warranty Certificate and
Test Reports for NRC, CAC and Fire rating
shall be provided by Vendor.
Mineral Fibre Acoustic Modular Ceiling Tile
should be GREENPRO certified and
qualifies as GREEN PRODUCT certified by
CII Green Products and Services
Council.INSTALLATION: To comprise main
runner spaced at 1200mm centres securely
fixed to the structural soffit using Armstrong
suspension system (specifications below) at
1200mm maximum centre. The First/Last
Armstrong suspension system at the end of
each main runner should not be greater
than 450mm from the adjacent wall. Flush
fitting 1200mm long cross tees to be
interlocked between main runners at
600mm centre to form 1200 x 600 mm
module. Cut cross tees longer than 600mm
require independent support. 600 x 600mm
module to be formed by fitting 600mm long
flush fitting cross tees centrally between the
1200 mm cross tees.Perimeter trim to be
Armstrong wall angles of size
3000x19x19mm, secured to walls at
mm maximum centres. Installation should
be carried out as per Armstrong
recommended procedure.ARMSTRONG
SUSPENSION SYSTEM accessories
manufactured and supplied by Armstrong
World Industries consisting of M6 Anchor
Fasteners with Vertical Hangers made of
Galvanised steel of size 26 x 26 x 25 x
1.2mm with a Galvanised Thickness of
80gsm, A pre Straightened Hanger wire of
dia – 2.5 mm of 1.8 m length., thickness of
80gsm and a tensile strength of 344-413
MPa, along with Adjustable hook clips of
0.8mm thick, galvanised spring steel for
2.68 mm with a minimum pull strength of
110 kg. The adjustable clip also consists of
a 3.5 mm aquiline wire to be used with the
230 2 Providing and fixing PVC Printed pain 766.00 Smt
colour false ceiling with grid type with
alluminium frame consisting of 600mm x
600mm 3mm thick plain PVC sheet used as
panel insert in a frame work made using
anodized alluminium T section of size 1 x
(235 x 25mm, 19 gauge or 1 mm thick) in
square pattern of grid sizes of 2 x 2 (600 x
600mm) The alluminium frame work is
supported from the cceiling with the help of
G.I. hook and G.I. wire/6mm M.S. rods of
required sizes to maintain proper level etc.
The aluminium frame work is supported on
side wall with the use of alluminium L
section of size 1 x1 (25 x 25mm) angles etc.
complete as per direction of Engineer in
charge. Manufactures specification and
231 2 Providing and supplying of labour for 551.00 No
necessary manual excavation, cleaning,
Shifting of Material Or any other, or for any
other work as directed by Engineer In
charge. The Rate includes Handcart with
A 2 Carpenter L007 725.00 No
B 2 Fitter/Plumber/Mason L025 697.00 No
C 2 WELDER/ Gas cutter at Day /night L030 689.00 No
D 2 Supplting of welding machine / gas cutter 1500.00 No
including cost of welding rods/gas,
Transportation, including carting from site to
E 5 Mazdoor at Day Male/Female 493.00 No's
232 50 Conveyance charges of (A) 326.73 Cmt
limemurrumbuilding rubbish earth manure
or sludge & execavated rock andrubbish
[Limemurrum building rubbish
233 2 Supplying electric breaker machine for RCC 1071.42 Shift
slab or asphalt demolishing work on site by
using operator, fuel, power supply
etc.complete as directed. (no payment
should be allowed for non working condition
of machinery and for pipe line excavation
and M.H. work. Allowed only for break down
work) (Based on Previously approved rate
234 2 CatchPit Jali Fixing P/F FRC catch pit jali 1383.92 No.
with frame 600mm x 600mm clear opening
etc. comp. As directed by engineer in
charge. (Based on Central Store Rate)
235 Providing and fixing concealed center point
to wall ceiling & floor CPVC (SDR 13.5)
PIPE having National Sanitation Foundation
(NSF) seal for potable water of following
dia. nominal bore tube fittings and clamps
including making good the wall, ceiling and
floor etc. complete.
A 2 15 MM DIA 23055 165.21 Rmt
B 2 20 MM DIA 23056 202.97 Rmt
C 2 25 MM DIA 23057 247.25 Rmt
D 2 32 MM DIA 23058 330.36 Rmt
E 2 40 MM DIA 23059 437.66 Rmt
F 2 50 MM DIA 23059 647.30 Rmt
236 1 Providing and fixing cast iron steps of size 162.23 Each
500mm x 150mm x 22.5mm and painting
with two coats of Anti-corrosive paint etc.
237 1 Supplying and fixing C.I. cover 300mm x 491.80 Each
300mm without frame for Gulley trap
(Standard pattern) te weight of cover to be
not less 4.53 Kg.)
238 Providing and fixing to wall ceiling and
floor 10.0Kg.F/Cm2 working pressure
polythene pipes of the following out
side Dia. Low densidy, complete
with special falnge compression type
fittings, wall clips etc. including making
good the wall ceiling and floor.
239 2 Providing and fixing sheet glass, selected 1176.10 Smt
quality (Type-C) bedded in putty and fixed
with wooden beading including the cost of
wooden beadings of first class teakwood
and necessary cutting of glass. (2) 6 mm
240 2 Providing and fixing rough cast wired glass, 559.26 Smt
6mm thick bedded in putty and fixed with
wooden beading including the cost of
wooden beadings of Indian teak wood and
necessary cutting of glass. (C) Wired -
241 2 Providing and fixing five courses water 466.84 Smt
profing treatment with bitumen felt
consisting of second and fourth course of
blown / bitumen or/ and residual bitumen
applied hot at 1.2 kg.per Sq.M.of area for
each course and first course with fibre base
bitunen saturated under lay type land third
course with fibre base self finished felt type
2 grade 1 and fifth and final course of stone
grit 6mm and down size or pea sizes gravel
spread at 0.008 Cu. Metre / Sq. metre
including preparation of surface excluding
grading complete.
242 2 Providing and fixing three courses water 753.20 Smt
profing treatment of Astral Make Company.
with an first layer of first course with fibre
base, Second Course of Water Proofing
chemical coat, and Third Coat of Fibre Coat
with fibre base self finished felt type 2 grade
1 and final course of Burshing with
chemical Treatment with a thickness of 1 to
2 mm thickness, including preparation of
surface , The Said work should be provided
for a perfomance bond of 5 Years for
warranty purpose.
243 1 Constructing Manhole with R.C.C. top slab 10920.76 Each
in 1:2:4 mix (1-cement :2-coarse sand : 4-
graded stone aggregate 20mm nominal
size) foundation concrete1:3:6 mix (1-
cement : 3- coarse sand :6-Brick bats 40 +
50mm size) inside plastering 15mm thick
with Cement Mortar 1:3 (1-Cement : 3-
coarse sand) finished with a floating coat of
neat cement and making channels in
cement concrete 1:2:4 mix (1- Cement :2-
Coarse sand :4-stone aggregate 20mm
nominal size) finished smooth complete
including curing and festing (i) Inside size
900mm x 1200mm and 1.5M. deep
including C.I. cover with frame size 560mm
diameter total weight of cover and frame to
be not less than 128 kgs. (Wt. of cover
Kg. and Wt. of frame 64 Kg.)(A) With
230mm thick walls of brick msonry using
brick having crushing strength not less than
35Kg. / Sq.cm. in Cement Mortar 1:5 (1-
Cement: 5-Coarse sand) (1) A type depth
0.90 Metre for 150mm diameter sewer.
244 2 Providing and fixing of wall paper at 140.00 Sq.Ft
Wall/Ceiling/ or at other places, as required.
( Basic Rate of Wall paper must be (100-
120) Rs. Per Sq.Ft. The Rate includes of
necessary material, with fixing and
transporation with necessary solution.
245 1 Providing and fixing of Shower of jaquar 3802.00 No's
make for Serial No. 0797N ALD ( High Flow
C/Body-Jaquar, Primary Batch )
246 2 Providing and fixing of Metro Pole of 40 mm 4062.00 No's
dia of Jaquar Make of series FLV-1093 N (
Serial No. 10935 )
247 2 Providing and fixing of chair bracket for 2225.00 No's
Support of W.C. of Primary batch Series-
7324 of Jaquar make
248 1 Providing and fixing of upper part of W/C of 2378.00 No's
jaquar series of
249 1 Providing and fixing of 2 in 1 Bib cock of 2889.00 No's
jaquar Series of KUP-35041 (8481) as per
Instructions of engineer in charge.
250 1 Providing and fixing of Pillar cock of jaquar 4043.00 No's
make series EXTND 190 MM as per
instructions of engineer in charge.
251 1 Providing and fixing of Angle cock of jaquar 1870.00 No's
make series of KUP-35053 PM
252 1 Providing and fixing of shower of size 8x8m 7851.00 No's
including shower arm, flange, floor trape,
including all material with fixing as per
Instructions of engineer in charge.
253 2 Supplying and fixing of Roller blind curtain 6670.00 Smt
In Patterned Fabric of Different Textures
corded in roller blinds with stiching fittings
and of stichles pattern. The Price Rate
Includes necessary Making with fixing of
roller blind with roller mechanism as
instruction and selection of design as per
engineer in charge.
254 2 Supplying and fixing of Sheer Curtains of 1955.00 Smt
Different Size, In Patterned Fabric of White
Colour Textures stiching fittings and of
stichless pattern. The Price Rate Includes
necessary Making with fixing of Sheer
Curtain with top channels of fixing as
instruction of engineer in charge.
255 8 Supplying and providing of Green Curtain 1162.00 Smt
for prevention of Sunlight. The Price Rate
Includes blackout curtains with dense or
fabirc or foam interlining material. The Price
Rate also Includes necessary fixing with
roller tie ropes at site at any height as per
instruction of engineer in charge.
256 1 Demolition of Existing Platform and 260130.00 Jobwork
Construction of New Modular kitchen with
necessary drawer Arrangement, Providing
and fixing of chimney, and Providing of Self
for Placing of utensils, with tandom
channels, Laminates in hard board material.
The Rate also includes construction of
Platform in Granite work, including kitchen
sink and with necessary Plumbing work, as
per Instructions of engineer in charge. The
Rate includes with necessary materials of
hardware, manpower, necessary machinery
for platform work and other civil works upto
any lead and lift as directed. The Rate also
includes carting of materials for to and fro at
257 5 Supply & fixing factory finished cold formed 113.31 Kg.
Light guage steel frame sections confirming
to SP:6 (5) 1980 at site or work including
riveted, bolted or welded in builtup for all
type of sections ,in framed work, cutting,
hoisting, fixing in position and applying
primer coat of approved steel primer etc.
complete as per structural designs &
directions of Engineer-in-charge.
258 5 Providing valleys 900mm overall in plain 1042.78 Smt
1.6mm thick G.I. sheet fixed with G.I. J or L
Hooks, Bolts and nuts glavanised iron J or
L Hooks Bolts and nuts 8mm dia G.I.
Limpet and bitumen washers complete.
259 10 Providing laying (to level or slopes) and 658.89 Rmt
jointing reinforced concrete Light duty non-
pressure pipes I.S. class NP2 of the
following internal diameter with collars and
butt ends prepared for collar joints including
testing of joints complete.(D) 300mm
260 1 Constructing Manhole with R.C.C. top slab 19139.07 Each
in 1:2:4 mix (1-cement :2-coarse sand : 4-
graded stone aggregate 20mm nominal
size) foundation concrete 1:3:6 mix (1-
cement : 3- coarse sand :6-Brick bats 40 +
50mm size) inside plastering 15mm thick
with Cement Mortar 1:3 (1-Cement : 3-
coarse sand) finished with a floating coat of
neat cement and making channels in
cement concrete 1:2:4 mix (1- Cement :2-
Coarse sand :4-stone aggregate 20mm
nominal size) finished smooth complete
including curing and festing (i) Inside size
900mm x 1200mm and 1.5M. deep
including C.I. cover with frame size 560mm
diameter total weight of cover and frame to
be not less than 128 kgs. (Wt. of cover
Kg. and Wt. of frame 64 Kg.)(A) With
230mm thick walls of brick msonry using
brick having crushing strength not less than
35Kg. / Sq.cm. in Cement Mortar 1:5 (1-
Cement: 5-Coarse sand) (2) B type depth
1.50 Metre for 150mm diameter sewer.
261 1 Providing laying (to level or slopes) and 658.89 Rmt
jointing reinforced concrete Light duty non-
pressure pipes I.S. class NP2 of the
following internal diameter with collars and
butt ends prepared for collar joints including
testing of joints complete.(D) 300mm
The Rates are Exclusive of G.S.T. Prevaling G.S.T Will be paid Seperatly.
Contractor’s Quoted Rate: -
Net Quoted Tender Amount Rs.
Seal and Signature of the Bidder Addl.City Engineer ( West Zone )
As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank
guarantee of said work must be of Ahmedabad city branch, which mentioned
(A) Guarantee issued by following bankswill be accepted as SD/EMD on
permanentbasis.
(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.
(2) Private Sector Banks authorized by RBI to undertake State Government
Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)
(B) Guarantees issued by following Banks will be accepted as SD/EMD for the
period up to March 31,
(1) Commercial Banks :
(1) Kotak Mahindra Bank
(2) RBL Bank (The Ratnakar Bank Ltd.)
(3) IndusInd Bank.
(4) Karur Vysya Bank.
(6) FEDERAL Bank.
(7) SOUTH INDIAN Bank.
(2) Co-Operative Banks of Gujarat
(1) The Kalupur Commercial Co-Operative Bank Ltd.
(2) Rajkot Nagarik Sahakari Bank Ltd.
(3) The Mehsana Urban Co-Operative Bank Ltd.
(4) Nutan Nagarik Sahakari Bank Ltd.
(5) Saurashtra Gramin Bank.
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
DETAILS OF BANK ACCOUT
1 Contractor's name
3 Telephone/ mobile no
4 Permanent account no. (PAN no.)
5 Name of the bank
6 Branch name and address
11 Contractor/ supplier's
signature and stamp
SPECIAL CONDITION OF CONTRACT
1.0 The Contractor shall have to maintain all required registers for quality control, material
management and progress of the work as per the AMC's prevailing circulars and as directed by
engineer- in-charge on daily basis.
1.1 Contractor has to manage proper storage of all the materials.
1.2 Contractor has to use good shuttering material for the project.
1.3 Contractor has to take all risk policy & workman compensation policies of the project & should
be effective up to handing over the possession. Incase of any Incident i.e. fatal accident that
occurs at site, complete responsibility will be of the Contractor.
1.4 Contractor is responsible for all liasioning for seeking all the permission required during the
1.5 Municipal Commissioner reserves the rights to reduce / increase the scope of work up to any
extent without assigning reason thereof and the contractor has to execute the BOQ items at his
1.6 All rates quoted by the contractor to be inclusive of all applicable taxes (GST).
1.7 The Contractor shall make his own arrangements for the engagement of all staff and labour,
local or other, and for their payment, housing, feeding, transport and other facilities according
to prevailing labour laws.
1.8 AMC may at its discretion no coplains/no work for a period, single or multiple works at any
given time. once the work is given by SMS, Phonecalls, Whatsapp, Letter; the contractor has
to attend the work within 24 hours. Failure of the same shall invite penalty of 10,000/- per
occurance. Repeated failure of more than 3 times, the contractor shall be blacklisted. No
further claim shall be entertained and the work shall be carried out of current market rate
and supervision charges of 27% at the risk and cost of contractor after the due date of
Seal and Signature of the Bidder Additional City Engineer
Date: Ahmadabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central
2. Contractor shall register the work to labour commissioner as per labour act.
3. Contractor shall not sub-let the work without permission of the authority
4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at
different sites simultaneously. Contractor's having labour force available during festivals shall
only apply. Contractor can not stop the work due to on availably of labour force. In case
progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work
done after time limit, maximum up to 10% for remaining work.
5. Bitumen rate difference will be paid as per tender conditions, if applicable.
6. Advance payment / machinery advance will not be paid.
7. Payment of running bill will be made as per recent A.M.C. policy in force.
8. No extra payment will be made due to increase of central / state Govt. Taxes.
9. If the work is not completed within time limit the penalty will be recovered from immediate
bills of contractors.
10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then
contractor shall not claim for any extra rate for non execution of such item, partly/fully.
11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as
directed"/approved" by the Engineer-in-charge.
12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to
mean as a reference to the latest edition of the same in force on the date of agreement.
13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of
specific mention of a particular point or aspect, the provisions on these particular points, or
aspects in the relevant Indian Standards shall be referred to.
14. All measurements and computations, unless otherwise specified, shall be carried out nearest to
the following limits:
(i) Length, width and depth (height)------- 0.01 Meter.
(ii) Areas -----0.01 Sq. Mt.
(iii) Cubic Contents ------0.01 Cu.Mt.
15. The distance, which constitutes lead, shall be determined along the shortest practical route and
not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard
shall be taken as final.
16. Where no lead is specified, it shall mean "all leads"
17. Lift shall be measured from plinth level.
18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,
specifications shall be deemed to be included there in.
19. Reference to specifications of materials as made in the detailed specification of the items of
work is in the form of a designation containing the number of the specification of the material
and prefix 'M' e.g. 'M-5'.
20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve
the contractor from the responsibility of replacing defective material brought on site or
materials used in the work found defective at a later date.
21. The contract rate of the item of work shall be for the work completed in all respects.
22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
23. Collection of approved materials shall be done at site of work in a systematic manner.
Materials shall be stone at site of work in a systematic manner. Materials shall be stored in
such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-
ensure the preservation of their quality and fitness for the work.
24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from
the site of work within 24 hours.
25. No materials shall be stored prior to, during and after execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
26. All works shall be carried out in workmanlike manners per the best techniques for the
particular item.
27. All tools, templates, machinery and equipment for correct execution of the work as well as for
checking lines, levels, alignment of the works during execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
28. The mode, procedure and manner of execution shall be such that it does not cause damage or
over loading of the various components of the structure during execution or after completion
of the structure.
29. All necessary safety measures and precaution (including those laid down in the various relevant
Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the
works as also of the work itself.
30. The testing charges of all materials shall be borne by the Contractor unless recovery at one
percent towards testing charges is separately made.
INSTRUCTION TO TENDERERS
TENDER VALIDITY PERIOD:
The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar
days (120) from opening of price bids.
SECURITY DEPOSIT
Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall
furnish to the Corporation Security Deposit of 5% (five percent) of the contract price cheque or
Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.
CONTRACTOR'S SIGNATURE & STAMP ADDL.CITY ENGINEER
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 Monthafter the order to start the works. Progress of work
should be in proportion to time limit.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The
contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the
traffic. He shall be responsible for any damage to public. If any incident happen, during the
execution of work. In case of dispute for unseen or overlooked items the decision of the Dy. City
Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work
and at the time of completion of work and hand over the site with final finishing of the work as
directed. All the rejected materials shall be removed from site within 24 hours by contractor at this
risk and cost. Debris shall have to cart daily from site.
If any extra item crops up during the progress of work the same shall be carried out by the
contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest
SOR or if item is not available in SOR than based on current market rates. In case of extra item
decision of Add. City Engg. shall remain final regarding rate.
If in the interest of the Corporation it is necessary to change either any site or the design of the
propose work the contractor shall carry out the same at his quoted rates without charges any extra
and the contractor will have to carry out the works and he will be paid at the rate quoted by him.
No claim for extra rate for subsequent changes in site and design is entertained.
Octroi exemption passes shall not be given for any materials required for the work. Contractor will
be fully responsible for compliance of the various provisions under contract Act. 1970 and the
Rules framed the to under.
The tender for the work shall remain open for a period (120) days from the date of opening of the
tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer
on his own during the period. If any tenderer withdraw or makes any modifications or addition in
the terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal
Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said
earnest money and black list the contractor.
If the work is not carried out within the specified time limit. from the date of order to start the
work the penalty of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate
bills payable to the contractor. Contractor has to make his own arrangement for procurement of
steel and cement.
Contractors should note the following conditions carefully:-
i) Conditional tender shall not be accepted.
ii) All tenders are to be submitted in duplicate without which the tenders are liable to be
iii) In case of tender downloaded from website, tender fee & EMD should be submitted in
form of demand draft or in cash.
iv) Condition of Form - B1 Standard Specification of material & code of practice will be
applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.
- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published
by Gujarat Book Depot, Sector-21. Gandhinagar.
CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
Invitation for Bid (IFB)
1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites
sealed Tender document from reputed and qualified bidders for the construction of Works
detailed in the Table below:-
Sr. Name of Works Approximate Earnest Completion
No. value of works (Rs.) Period
1 Repairing & Renovation work for Rs. 39,90,000/- Rs.39,900/- 12 Months
Different Municipal Buildings
Such as different Aaganwadi,
School, Toilet, Urinal & Municipal
Garden and Other Municipal
Buildings in Ranip ward at West
2. Interested bidders shall download the tender documents from AMC’s website
www. amcnprocure.com/ www.nprocure.com.
3. Tender (a complete set of bidding document) fee shall be Rs. 1500.00 in the form of Demand
Draft / Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER,
Ahmedabad, payable at Ahmedabad, which shall be non refundable.
4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works
in the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL
COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be
specified in Clause 2 of Financial Condition.
5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.
Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,
Ahmedabad-380013.
6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal
Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal
Corporation, W.Z. Office, Ahmedabad-380013. in the presence of bidders or their
representatives who choose to attend. In the event of the specified date of bid
submission/opening being declared a holiday for the Employer, the bids shall be received
/opened on the next working day at the same place and the same time.
TERMS & CONDITIONS
( A ) INSTRUCTIONS TO BIDDERS (ITB)
( B ) GENERAL TERMS & CONDITIONS
( C ) FINACIAL TERMS & CONDITIONS
( D ) MAIN CONDITION / FETURES OF THE WORK
AHMEDABAD MUNICIPAL CORPORATION
TERMS & CONDITION
( A ) INSTRUCTIONS TO BIDDERS (ITB)
1. Procedure for Submission of Tender
a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender
fee & EMD (Draft /DD) and all other enclosures as asked in tender.
b).The bidder shall submit the following Tender documents physically in hard copy in two separate
envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/
Speed Post/ Hand Delivery in duplicate. The Bid envelopes shall be marked as follows:-
Tender Document
Registration certificate of class
c).The envelope shall be addressed to the Employer at the following address:
Asst. Manager (Admin) West Zone,
2nd Floor,Dr. Ramanbhai Patel Bhavan,
Usmanpura, Ahmedabad Municipal Corporation,
W.Z. Office, Ahmedabad-380013
d).Bear the following identification:
“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”
e). Indicate the name and address of the bidder.
If the outer envelope is not sealed and marked as above, the Employer will assume no
responsibility for the misplacement or premature opening of the bid.
f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the
g) All The Bid Document Essentially Needs to be Properly binded/steppled
2. Assessment of Submission
2.1 The Employer will open the technical bid of physically submitted document of all the bids received
for the package (except those received late) containing the sealed Tender volume and other
enclosures then announce the names of bidders in the presence of bidders or their representatives
who choose to attend on the date and time mentioned in the NIT In the event of specified date of
bid opening being declared as a holiday for the Employer, the Tender will be opened at the
appointed time and location on the next working day.
2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer
at the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and
validity of EMD furnished with each bid, is valid registration and such other details, as the Employer
may consider appropriate.
2.3 The Employer will determine whether the bid is accompanied by the required EMD.
2.4 If the EMD furnished does not conform to the amount and validity period as specified in the
Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer
as non-responsive and the Tender volume will be returned to the bidder.
2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with
valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the
bid shall be rejected as non-responsive and no further evaluation carried out.
2.6 The tender volume will further be examined to determine whether the bid has been properly
signed, meets the eligibility and qualification criteria, has the required available bid capacity, is
accompanied by the requisite certificates, undertaking and other relevant information specified in
the bid documents and is substantially responsive to the requirement of the bidding documents
and provides any clarification for ascertaining the correctness of the information/details.
2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not
subsequently be made responsive by correction or modification or withdrawal of the
nonconforming deviation or reservation.
3. Evaluation and Comparison of Tender volume
The Employer will evaluate and compare only those Tender volumes which are determined to be
substantially responsive in accordance with Clause 2 and qualified for award of Contract in
accordance with Clause 5 (General Terms and Condition).
4. Procedure for Tender Opening
Received copies of tender in physical form with in schedule time, will be open on schedule date and
time. In the event of specified date of bid opening being declared bidders who qualify the criteria
then bidder bid will be considered for opening of price bid.
5.1 The Employer will award the Contract to the bidder whose bid has been determined to be
substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid
Price, provided that such bidder has been determined to be (i) eligible in accordance with the
provisions of Clause 3(General Terms and Condition); and (ii) qualified in accordance with the
provisions of Clause 5(General Terms and Condition).
6. Notification of Award
6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify
the successful bidder by cable/fax and confirmed by registered letter that his bid has been
accepted. This letter shall name the sum which the Employer will pay the Contractor in
consideration of the execution, completion and maintenance of the Works by the Contractor as
prescribed by the Contract.
6.2 The notification of award will constitute the formation of the Contract.
7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving
letter of Indent. Time limit of work will commence from the date of issue of work order.
8. Clarification of Bids
8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his
discretion, ask any bidder for authentication the correctness of the information/details furnished
by him in his bid. Such request by the Employer and the response by bidder shall be in writing or by
8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid
from the time of bid opening to the time contract is awarded.
8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid
comparison or contract award decisions may result in the rejection of his bid.
9.1 Information relating to the examination, clarification, evaluation and comparison of bids and
recommendations for the award of a contract shall not be disclosed to bidders or any other
persons not officially concerned with such process until the award to the successful bidder has
been announced. Any effort by a bidder to influence the Employer's processing of bids or award
decisions may result in the rejection of his bid.
10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for
itself on its own responsibility all information that may be necessary for preparing the bid and
entering into a contract for construction of the Works. The costs of visiting the Site shall be at the
bidder’s own expense.
10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter
its premises and lands for the purpose of such inspection, but only upon the express condition
that the bidder, its personnel and agents, will release and indemnify the Employer and its
personnel and agents from and against all liability in respect thereof and will be responsible for
death or personal injury, loss of or damage to property and any other loss, damage, costs and
expenses incurred as a result of the inspection.
11.0 Cheklist for submition of Technical Bid.
11.2 valid Registration Copy.
11.3 Valid E.M.D
AHMEDABAD MUNICIPAL CORPORATION
TERMS & CONDITION
( C ) FINACIAL CONDITION
1. Cost and Currencies of Bidding
The bidder shall bear all costs associated with the preparation and submission of his bid and the
Employer will in no case be responsible or liable for those costs.
Currencies of Bid and Payment
The rates and the prices shall be quoted by the bidder entirely in Indian Rupees
All payments including advances, if any, shall be made in Indian Rupees.
2. Earnest Money Deposit :-
2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be
valid for 28 days beyond the validity of the bid.
2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly
as Early as possible as but not later than 28 days after the expiration of the period of bid validity.
2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned
when the bidder has furnished the required performance security and signed the agreement.
2.4 Earnest Money Deposit may be forfeited
a) if the bidder withdraws his bid during the period of bid validity;
b) in the case of a successful bidder, if the bidder fails within the specified time limit to
i) Furnish the required Performance Security or
ii) Sign the Agreement.
3. (A) Security Deposit :-
Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful
bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.
Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%
(five percent) of the Contract Price .
Failure of the same shall make the contractor liable for any penalty as decided by AMC. At
present a policy is framed by Audit department of AMC to charge 4% interest for the balance
period and discontinuity period.
The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as
per format shall be issued as per Memorendum of work.
(E) Retention :-
a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released
along with release of payment of Final Bill.
4. Approved Bank: - As per Annexer -I
5. No advance for machinery or materials will be given.
6. Mobilization advance will not be given.
7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the
8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. &
As per AMC Rule
9. Tax, Duties on Materials
All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding
GST) etc. on material procurement or any other component for the works from any source shall be
borne by the contractors.
Special Clause:
As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall
be deducted against works welfare cess.
Seal and Signature of the Bidder Addl. City Engineer
Date: (West Zone)
General terms & conditions
1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any
other state Govt. or institutions. Copy of registration should be attached with tender document.
Tenderer who was not registred in AMC must be get registred in panel of approved AMC contractor.
2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources Department
with the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2
liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.
3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by the
Engineering in charge.
4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean as
reference to the latest edition of the same of force on the date of agreement.
5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific
mention for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.
6. All measurement and computations, unless otherwise specified shall be carried out nearest to
the following limits :-
i) Length, width and depth, Height 0.01 Meter
ii) Areas 0.01 Sq.mts.
iii) Cubic contents 0.01 Cu. mts.
In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall be
7. Definite particulars covered in the items of work, though not mentioned or elucidate in its
specifications shall be deemed to be included therein.
8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall
not absolve the contractor from the responsibility of replacing defective materials brought on site or
materials used in the work found defective at a later date. The contractor shall have no claim to any
payment or compensation whatsoever on account of any such materials being rejected by the Engineer
9. The contractor’s rate for the item of work shall be for the work completed in all respect.
10. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect
before using them in the work.
11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed from
the site of work within 24 hours.
12. All work shall be carried out in a manner as per standard engineering practice.
13. All tools, templates, machinery and equipment for correct execution of the work as well as for checking
lines, levels, alignment of the works & all precautionary measures during execution shall have to be
kept in sufficient numbers and in good working condition at the site of the work. All excavated trench
shall be kept covered with barricade and caution tap.
14. Special modes of the construction not adopted in general Engineering practice, if proposed to be
adopted by the contractor shall be considered only if the contractor provided satisfactory evidence that
such special mode of construction and completion of work to the required strength and quality.
Acceptance of the same by the Engineer in charge shall not however, absolve the contractor from the
responsibility of any adverse effect and concordance of adopting the same in the course of exaction or
completion of the work.
15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor
Mineral Act", and such other laws and rules prescribed by the Government from time to time.
16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian
Standard) shall be taken to engrave the safety of men, materials and machinery on the work and also of
the work itself.
17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of
actual work for which no any claim shall be entertained by A.M.C.
18. Contractor shall have to execute extra item if required or as per need of AMC.
19. The work in general shall be carried out as per standard specifications of the relevant items to be
executed & as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for
20. The general terms & conditions of the contract shall be applicable & shall be binding on the contractor.
The contract agreement shall have to be executed between AMC & the agency to which work is
awarded for execution.
21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned
tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order
shall be issue to contractor and the time limit shall be start from the date of issue of the written work
order to the contractor.
For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned
tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order
shall be issue to contractor and the time limit shall be start from the date of issue of the written work
order to the contractor.
Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand
draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to
sign contract paper with AMC. The contractor shall be fined 4% of interest per year for delay in
submission of S.D and shall be deducted from contractor’s bill.
22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or
His Designeted Officer will be final and binding to the Contractor.
23. The contractor shall take no advantage of any apparent error or omission in drawing or specification
and the Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the
intent of the plants and specifications.
24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.
25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will
be payable by the contractor.
26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.
27. Contractor is requested to see the site physically before tendering. He is also requested to quote the
rates keeping in view of all the points mentioned in relevant pages of tender documents.
28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the
construction of the works and provide a satisfactory supply of potable water for drinking, washing,
sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of
connection, meter installation, water consumed, water required for testing purposes, disconnection
and the laying, maintenances and ultimate removal of any distribution system around the site.
29. Electricity: Electric supply will be made available at the site by the Contractor and the contractor must
make his own arrangements with the Corporation and Electricity Supply Authorities and with other
contractors to connect and to take a supply from such services, paying all costs in connection
The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of
the work and shall pay such charges as is fixed by the appropriate supply Authorities.
In case there is any delay in supply of power site of any interruption or fault in the power during the
work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating
sets etc. as the case may be.
30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria
mentioned above along with the bid. They shall have also to submit the income tax clearance
certificate and solvency certificate.
31. No advance such as secured advance machinery advance, mobilization advance or materials advance
32. The contractor shall get the electrical works executed through the authorized Government approved
licensed electrical person or firm in appropriate category in accordance to contractual provisions.
33. The electrical works shall be carried out strictly in accordance with the directives issued by Engineer in
34. Contractors shall not have any dispute or claim for any kind of compensations
(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total
amount of work increases/ decreases.
(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.
35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the
36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be
rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any
claim to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject
any or all the tenders without assigning any reason thereof.
37. The contractors are requested to quote their rates considering above tender conditions.
38. The contractor shall have to execute the contract agreement after received work order.
Even though in special case, If work is not started because of monsoon or any other special
reason (like site is not available and due to unavoidable circumstances arise), after evaluation of
situation the actual date of starting of work will be consider after approval of Dy.M.C. (West zone)
39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of
40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done
by the contractor.
41. Conditional tenders will not be accepted.
Signature of contractor with seal Additional City Engineer (W.Z)
Date Ahmadabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
ENGGNIERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 months after the order to start the works. Progress of work should
be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and
instructions of Add. City Engineer and his order will be considered final.
The contractor shall have to maintain account of steel, cement and other materials that may
be brought by him on site. This account shall be regularly maintained and kept open for inspection by
Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be
made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of
binding vibrator for R.C.C. works if required shall have to be made by the contractor.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The
contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.
He shall be responsible for any damage to public. If any incident happen, during the execution of work.
In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final.
The contractor shall have to give site clean of all rubbish during the work and at the time of completion
of work and hand over the site with final finishing of the work as directed. All the rejected materials
shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart
daily from site.
For mixing mortar either for masonry or for plaster or for any other purpose contractor
shall have to prepare through of bigger size and mix the mortar in the required proportion. In
on case he shall be allowed to mix the mortar either on floor or any finished surfaces. The
contractor shall have to make his own arrangement for water required for the work.
If any extra item crops up during the progress of work the same shall be carried out by the contractor
and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item
is not available in SOR than based on current market rates. In case of extra item decision of Add. City
Engg. shall remain final regarding rate.
If in the interest of the Corporation it is necessary to change either any site or the design of the
propose work the contractor shall carry out the same at his quoted rates without charges any extra
and the contractor will have to carry out the works and he will be paid at the rate quoted by him. No
claim for extra rate for subsequent changes in site and design is entertained.
The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall
have to prepare the measures boxes according to this measure.
Octroi exemption passes shall not be given for any materials required for the work. Contractor will be
fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules
framed the to under.
The tender for the work shall remain open for a period (180) days from the date of opening of the
tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on his
own during the period. If any tenderer withdraw or makes any modifications or addition in the terms
and conditions of his tender not acceptable to the Municipal Corporation the Municipal Corporation
shall without prejudice to any right or remedy be at liberty to forfeit in full the said earnest money and
black list the contractor.
If work is not started within specified time limit the penalty as per rule & tender condition delay of
start shall be recovered separately from the immediate bills payable to the contractor. Contractor has
to make his own arrangement for procurement of steel and cement.
Contractors should note the following conditions carefully:-
v) Conditional tender shall not be accepted.
vi) All tenders are to be submitted in duplicate without which the tenders are liable to be
vii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of
viii) Condition of Form - B1 Standard Specification of material & code of practice will be applicable.
Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of
Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat
Book Depot, Sector-21. Gandhinagar.
CONTRACTOR'SSIGNATURE ADD.CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS
Name of Work: Repairing & Renovation work for Different Municipal Buildings Such as
different Aaganwadi, School, Toilet, Urinal & Municipal Garden and Other Municipal Buildings
in Ranip ward at West Zone (Capital)
Excavation for foundation upto 1.5 M depth including sorting out and stacking useful
materials disposing of the excavated stuff upto 50 meter lead in loose or soft soil.
Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such
ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this
Clearing the site :
The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials
and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained
shall be property of the Government and be conveyed and stacked as directed. within 50 M. lead. The
roots of the trees coming in the sides shall be cut and coated with a hot asphalt.
The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be
After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall
assume full responsibility for alignment, elevation and dimension of each and all parts of the work.
Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench
marks and shall maintain them as long as required and directed.
The excavation in foundation shall be carried out in true line and level and shall have the width and
depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and
shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such
precautionary measures shall be paid separately if not specified. The bottom of the excavated area shall
be 1 evened both longitudinally and transversely. as directed by removing and watering as required. No
earth filling will be allowed for bringing it to level, if mistake or any other reason excavation is made.
deeper or wider that shown on the plan or directed. The extra depth or width shall be made up with
concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The
excavation up to 1.5 m. depth shall be measured under this item.
Disposal of the excavated stud :
The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the
ground in layer including ramming and watering etc.
The balance of the excavated quantity shall be removed by the contractor from the site of work to a
place as directed with lead upped 50 M. and all lift.
Mode of measurement and payment :
The measurement of excavation in trenches for foundation shall be made according to the sections of
trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be
made for surplus excavation made in excess of above requirements or due to slopping and sloping back
as found necessary on account of conditions of soil , and requirements of safety.
The rate shall be for a unit of one cubic meter.
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of
useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum
The rate shall be for a unit of one cubic meter.
Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering
The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water
thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids
remain there. In general the work shall be carried out in the best manner so that no hollow voids remain
after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
filling in plinth with sand under floors including watering, ramming consolidated and dressing
Sand shall conform to M.
The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of earth
shall be broken.
As soon as the work in foundation has been completed and measured, the site of foundation shall be
cleared of all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding 20 Cms.
Each layer shall be adequately watered rammed and consolidated before the succeeding layer is laid.
The sand shall be rammed with iron rammers where feasible and with the butt ends of crow-bars, where
rammer cannot be used.
The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered and
consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level, the surface
shall be flooded with water for at least 24 hours and allowed to dry and then rammed and consolidated.
The finished level of filling shall be kept to shape intended to be given to floor.
In case of large heavy duty flooring like factory flooring, the consolidation may be done by power rollers,
where so specified. The extent of consolidation required shall also be as specified.
Mode of measurement and payment :
The payment shall be made for filling in plinth and trenches, No deduction shall be made for
shrinkage or voids if consolidated as instructed above
The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth
The rate shall be for a unit of one cubic meter.
Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness
including watering, ramming and consolidating etc. Complete
Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms.
in depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no
hollow voids remain there. In general the work shall be carried out in the best manner so that no hollow
voids remain after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone
aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and
Plinth (upto 10 ton)
Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone aggregates 40mm
nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)
Providing and laying cement concrete1:3:6(1-Cement:3-coarse sand:6-hand broken stone
aggregates 40mm nominalsize) and curing complete excluding cost of formworkin(A)Foundation
and Plinth (upto 10 ton)
Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-hand broken stone aggregates 20mm
nominal size) and curing complete including cost of formwork in (A) wall caps/ coping (upto 10 ton)
Providing and laying cement concrete work 1:2:4 ((1-Cement:2-coarse sand:4-graded aggregates
20mm nominal size) curing complete excluding cost of formwork and reinforcement ( up to {(a) to
Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates
mm nominal size) for reinforced concrete chhajjas not exceeding 10 cm. thickness upto floors
two level including finishing the exposed surfaces with cement mortar 1:3 (1 cement : 3 find
sand) to give a smooth and even surface centering and form work and curing complete excluding
cost of reinforcement.
1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-
6, Grit shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.
2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the
concrete mix shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm
nominal size) by volume. Concrete work shall have exposed concrete surface or as specified in
2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond
approximately to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume
2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight
(0.0342 Cu. M) for different proportions of mix shall be as under:
Grade of Total quantity of dry Proportion of fine Quantity of
aggregate by volume aggregate to coarse water per
Concrete per 50 Kgs, of cement aggregate 50 Kgs. of
to be taken as the cement
sum of individual maximum.
volume of fine and
coarse aggregates,
M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters
aggregate by volume but
M-150 (1:2:4) 220 ” subject to and upper 32 “
limit of 1:1/2 and lower
2.4 The water cement ratios shall not more than those specified in the above table. The cement
content of the mix specified in the Table shall be increased if the quantity of water in a mix has to
be increased to overcome the difficulties of placement and compaction so that the water cement
ratio specified in the Table is not exceeded.
2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound
to give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty
with the means available.
2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified
but in no case greater than surround all reinforcement thoroughly and to fill the corners of the
2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally
considered satisfactory.
2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal
maximum size of coarse aggregate should usually be restricted to 5 mm less than the minimum
clear distance between the main bars, or 5 mm less than the minimum cover to the
reinforcement whichever is smaller.
2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate
may not be important and the nominal maximum size may sometimes be as greater than the
2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the
evidence that with the passage of time, neither the compressive strength of concrete is reduced
nor are other requisite qualities of concrete and steel impaired by the use of such admixtures.
3.0 Workmanship:
3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured
in terms of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu.
Meter. Boxes of suitable sizes shall be used for measuring sand aggregate. The size of the
boxes (internal) shall be 35 cms x 25 cms. and 40 cms deep. White measuring the aggregate
and sand, the box shall be filled without shaking ramming or hammering. The proportioning of
sand shall be on the basis of its dry volume and in case of damp sand, allowances for bulkage
3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories
shall be kept in first class working condition and so maintained throughout the construction.
Measured quantity of aggregate, sand, cement required for each batch shall be poured into the
drum of the mechanical mixer while it is continuously running. After about half a minute of dry
mixing, measured quantity of water required for each batch of concrete mix shall be added
gradually and mixing continued for another one and half a minute. Mixing shall be continued till
materials are uniformly distributed and uniform color of the entire mass is obtained and each
individual particle of the coarse aggregate shows complete coating of mortar containing its
proportionate amount of cement. In no case shall the mixing be done for less than 2 minutes
after all ingredients have been put into the mixer.
3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other
reasons, it shall be done on the smooth watertight platform large enough to allow efficient
turning over the ingredients of concrete before and after adding water. Mixing platform shall be
so arranged that no foreign material gets mixed with concrete nor does the mixing water flow
out. Cement in required number of bags shall be placed in a uniform layer on top of the
measured quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform
thickness on the mixing platform. Dry coarse and fine aggregate and cement shall then be mixed
thoroughly by turning over to get a mixture to uniform color. Specified quantity of water shall then
be added gradually through a rose-can and the mass turned over till a mix of required
consistency is obtained. In hand mixing quantity of cement shall be increased by 10 percent
above that specified.
3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before
putting in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of
concrete from the mixture shall contain only two thirds of normal quantity of coarse aggregate.
Mixing plant shall be thoroughly cleaned before changing from one type of cement to another.
3.3 Consistency :
3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of
vibration of concrete, shall be determined by regular slump tests in accordance with I.S. 1199-
1959. The slump of 10mm to 25mm. shall be adopted when vibrators are used and 80mm when
vibrators are not used.
3.4 Inspection:
3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms
to permit him to inspect and accept the false work and forms as to their strength, alignment, and
general fitness but such inspection shall not relieve the contractor of his responsibility for the
safety of men, machinery, materials and for results obtained. Immediately before concreting, all
forms shall be thoroughly cleaned.
3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One
carpenter with helper shall invariably be kept present throughout the period of concreting.
Movement of labour and other persons shall be totally prohibited for reinforcement laid in
position. for access to different parts, suitable mobile platforms shall be provided so that steel
reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of suitable
size shall be provided so that steel reinforcement in position is not disturbed. For ensuring
proper cover, mortar blocks of suitable size shall be cast and tied to the reinforcement. Timber
kapachi or metal pieces shall not be used for this purpose.
3.5 Transporting and laying:
3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so
transported and placed that no contemination, segregation or loss of its constituent material
All form wok shall be cleaned and made free from standing water, dust, show or ice immediately
before placing of concrete.
No concrete shall be placed in any part of the structure until the approval of the Engineer-in-
charge has been obtained.
3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete
shall not be placed against concrete which has been in position for more than 30 minutes unless
a proper construction joint is formed. Concrete shall compacted in its final position within
minutes of its discharge from the mixer. Except where otherwise agreed to by the Engineer-in-
charge concrete shall be deposited n horizontal layers to a compacted depth of not more than
0.45 meter when internal vibrators are used and not exceeding 0.30 meter in all other cases.
3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place
from a height exceeding 2 meters. When trunking or chutes are used they shall be kept close
and used in such a way as to avoid segregation. When concreting has to be resumed on a
surface which has hardened, it shall be roughened, swept clean, thoroughly wetted and covered
with a 13 mm thick layer of mortar composed of cement and sand in the same ratio as in the
concrete mix itself. This 13 mm layer of mortar shall be freshly mixed and placed immediately
before placing of new concrete. Where concrete has not fully hardened, all laitance shall be
removed by scrubbing the wet surface with wire or bristle brushes, care being taken to avoid
dislodgment of any particles of coarse aggregate. The surface shall then be thoroughly wetted,
all free water removed and then coated with neat cement grout. The first layer of concrete to be
placed on this surface shall not exceed 150 mm in thickness and shall be well rammed against
old work particular attention being given to corners and close spots.
3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of
vibrators, unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as
concreting under water, where vibrators cannot be used. Sufficient vibrators in serviceable
condition shall be kept at site so that spare equipment is always available in the event of
Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse
aggregate and begins to cream up to form an even surface. Compaction shall be completed
before the initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During
compaction, it shall be observed that needle vibrators are not applied on reinforcement which is
likely to destroy the bond between concrete and reinforcement.
3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain,
running water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process.
It shall be covered with wet sacking, hassain or other similar absorbant material approved, soon
after the initial set and shall be kept continuously wet for a period of not less than 14 days from
the date of placement. Masonary work over foundation concrete may be started after 48 hours of
its laying but curing of concrete shall be continued for a minimum period of 14 days.
3.7 Sampling and Testing of concrete:
3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made,
cured and tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A
random sampling procedure shall be adopted to ensure that each concrete batch shall have a
reasonable chance of being tested i.e. the sampling should be spread over the entire period of
concreting and cover all mixing units. The minimum frequency of sampling of concrete of each
grade shall be in accordance with following:
Quantity of concrete No. of Quantity of concrete in No. of samples
in the work samples the works
51 and above 4+ one additional for each additional 50 M. or part thereof.
NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from
each sample, five for testing at 7 days and the remaining five at 28 days. The samples of
concrete shall be taken on each day of the concreting as per above frequency. The number of
specimens may be suitably increased as deemed necessary by the Engineer-in-charge when
procedure of tests given above reveals a poor quality of concrete and in other special cases.
3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified
cube strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value
less than the specified strength provided the lowest value is not less than 85% of the specified
strength. If the concrete made in accordance with the proportions given for a particular grade,
does not yield the specified strength; such concrete shall be classified as belonging to the
appropriate lower grade. Concrete made in accordance with the proportions given for a
particular grade shall not, however, be placed in a higher grade on the ground that the test
strength are higher than the minimum specified.
3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike
the form work. While fixing the time for removal of form work, due consideration shall be given to
local conditions, character for the structure, the weather and other condition that influence the
setting of concrete and of the materials used in the mix. In normal circumstances (generally
where temperatures are above 20 C) and where ordinary concrete is used, forms may be struck
after expiry of periods specified in item No 9.1(A) for respective item of form work.
3.8.2 All form work shall be removed without causing any shock or vibration as would damage the
concrete. Before the soffit and struts are removed, the concrete surface shall be exposed, where
necessary in order to ascertain that the concrete has sufficiently hardened. Centering shall be
gradually and uniformly lowered in such manner as to permit the concrete to take stresses due
to its own weight uniformly and gradually. Where internal metal ties are permitted, the or their
removable parts shall be extracted without causing any damage to the concrete and remaining
holes filled with mortar. No permanently embedded metal part shall have less than 25 mm cover
to the finished concrete surface. Where it is intended to re-use the form work, it shall be cleaned
and made good to the satisfaction of the Engineer-in-charge. After removal of form work and
shuttering, the Executive Engineer shall inspect the work and satisfy by random checks that
concrete produced is of good quality.
3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement
concrete member and used for shuttering or any other purpose shall be cut inside the cement
concrete member to a depth of at least 25 mm below the surface of the concrete and the
resulting holes be filled by cement mortar. All fine caused by form joints, all cavities produced by
the removal of form ties and all other holes and depressions honeycomb spots, broken edges or
corners and other defects shall be thoroughly cleaned, saturated with water and carefully
pointed and rendered true with mortar of cement and fine aggregate mixed in the proportions
used in the grade of concrete that is being finished and of as dry consistency as is possible to
use. Considerable pressure shall be applied in filling and pointing to ensure thorough filling in all
voids. Surfaces which are pointed shall be kept most for a period of 25 hours.
If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or
character as to effect the strength of the structure materially or to endanger the life of the steel
reinforcement, he may declare the concrete defective and require the removal and replacement
of the portion of the structure affected.
4.0 Mode of measurement and payment:
4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The
concrete laid in excess of section shown on drawings or as directed shall not be measured. No
deduction shall be made for –
(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses,
corbels and steps etc. up to 500 Sq. Cm. in section.
(b) Opening up to 0.1 Sq. M.
4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in
position, vibrating and compacting, finishing, as directed, curing and all other incidental
expenses for producing concrete of specified strength. The rate excludes the cost of form work.
4.3 The rate shall be for a unit of one cubic meter.
5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and curing complete excluding cost of form work and
reinforcement for reinforced concrete work in :
(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals
beams girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to
floor two level (D) Staircase up to floor two level (E) Vertical and horizontal fins up to floor two
1.0 Materials & Workmanship
1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be
carried out for reinforced concrete work for work as specified in item 1.2. In addition, the
following stipulations shall be followed for :
(a) The bars shall be kept in position by the following methods:
(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement
mortar 1:2 (1 cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the
specified cover shall be placed between the bars and shuttering as to secure and maintain the
requisite cover of concrete over the reinforcement.
In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be
held in position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.
(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes
with slotes accurately out in them. The temphtes shall be removed after concreting has been
done below it. The bars may also be suitably tied by means of annealed steel wires to the
shuttering to maintain their position during concreting.
1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are
to be attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if
the bars are not likely to be incorporated with succeeding mass of concrete within the following
10 days. This coat of thin neat cement shall be removed before concreting.
2.0 Mode of measurement and payment:
2.1 Relevant specifications of item No. 5.3.13 shall be followed.
2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.
2.3 The rate shall be for a unit of one cubic meter.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching
plant and transported to site of work intransit mixer for a lead up to 10 kms having continuous
agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete
work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of
centering shuttering finishing and reinforcement including cost of admixtures in recommended
proportions as per IS:9103 to accelerate/ retard setting of concrete, improve work ability without
impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min
cement level as per latest IS456 shall be maintained) (Cement level 320 kg )The earth obtained from
excavation shall be filled in layers not exceeding 20 cms. in depth and water thoroughly after each
layer and shall be properly consolidated with rammers so that no hollow voids remain there. In
general the work shall be carried out in the best manner so that no hollow voids remain after work.
Workmanship in general confirm to C –2.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including pumping
of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and
reinforcement including cost of admixtures in recommended proportions as per IS:9103 to accelerate/
retard setting of concrete, improve work ability without impairing strength and durability as per direction of
theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained)
(Cement level 320 kg )The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in
depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no
hollow voids remain there. In general the work shall be carried out in the best manner so that no hollow
voids remain after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,
improve work ability without impairing strength and durability as per direction of theEngineer-in-
charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing
and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as
per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be
maintained) (Cement level 400 kg )
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,
improve work ability without impairing strength and durability as per direction of theEngineer-in-
charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing
and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as
per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be
maintained) (Cement level 450 kg )
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS
shall be maintained) (Cement level 475 kg )
Providing and laying in position Ready Mixed M-350 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456shall
be maintained) (Cement level 500 kg )
Materials & Workmanship :
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform
to M-8. Coarse aggregate shall conform M-12 B.
The proportioning of cement and aggregates shall be done by weight and necessary precautions shall
be taken in the production to ensure that the required work cube strength is attained and maintained.
The controlled concrete shall be in grades of M-100, M-150, M-200, M-250, M-300, M-350, M-400, with
prefix controlled added to it. The letter ‘M’ refers to mix and numbers specify 28 days works cube
compressive strength of 150 mm cubes of the mix expressed in Kg. / Cmt.
The proportion of cement, sand and coarse aggregates shall be determined by weight. the weight batch
machine shall be used for maintaining proper control over the proportion of aggregates as per mix
The strength requirements of different grades of concrete shall be as under:
Grade of Concrete Compressive strength of 15 cms 28 cubes in Kg./Cmt. at with I.S.
days conducted in accordance 516-1959
Preliminary test Work test
In all cases, the 28 days compressive strength specified in above table above be the criteria for
acceptance or rejection of the concrete
Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two
grades specified in the above table such concrete shall be classified in for all purposes as concrete
belonging to the lower of the two grades between which its strength lies.
The proportions for ingredients chosen shall be such that concrete has adequate workability for
conditions prevailing on the work in question and can be properly compacted with means available
except where it can be shown to the satisfaction of the Engineer-in-charge, that the supply of properly
graded aggregate of uniform quality can be maintained till the completion of work. Grading of aggregate
shall be controlled by obtaining the coarse aggregates, in different sizes and being in them in the right
proportions as required. Aggregate of different sizes shall be stocked in separate stock piles. The
required quantity of material shall be stock piled several hours, preferably a day before use. The grading
of coarse and fine aggregate shall be checked as frequently as possible, the frequency for a given job
being determined by the Engineer-in-charge to ensure that the suppliers are maintaining the uniform
grading as approved for samples used in the preliminary tests.
In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight.
Where the weight of cement is determined by accepting the maker’s weight per bag a reasonable
number of bags shall be weighted separately to check the net weight. Water shall either be measured by
volume in calibrated tanks or weighed. All measuring equipments shall be maintained in clean and
serviceable condition. Their accuracy shall be periodically checked.
In is most important to keep the specified water cement ratio constant and at its correct value. To this
end, moisture content in both fine and coarse aggregates shall be determined by the Engineer-in-charge,
according to the weather conditions. The amount of mixing water shall then be adjusted to compensate
for variations in the moisture content. For the determination of moisture content in the aggregates, I.S.
2389(Part III) shall be referred to. Suitable adjustments shall also be made in the weights of aggregates
due to variation in their moisture content. Minimum quantity of cement to be used in concrete shall not be
less than 220 Kgs./M 3 in plain concrete and not less than 250 Kg/M3 in reinforced concrete.
Mode of measurement and payment:
The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete
laid in excess of section shown on drawings or as directed shall not be measured. No deduction shall be
Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and
steps etc. up to 500 Sq. Cm. in section.
Opening up to 0.1 Sq. M.
The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,
vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing
concrete of specified strength. The rate excludes the cost of form work.
Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and
curing complete, excluding the cost of form work and reinforcement for reinforced
concrete work in:
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the
cost of form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having
more than 13 cm and upto 15 cm.thickness
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the cost of
form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm
and upto 15 cm.thickness
Mode of Measurement shall be on cubic meter basis.
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-
graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc.
complete including the cost of form work but excluding the cost of reinforsement for R.C.C
work in (iv) Slabs having more than 8 cm and upto 10 cm.thickness
Mode of Measurement shall be on cubic meter basis.
Item No. 16(A) :
Brick work using common burnt clay building bricks having crushing strength not less than
35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B)
Conventional (upto 10 ton)
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick
shall conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before
use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of
through wetting of bricks.
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except
when necessary to complete to bond; closer in such case shall be cut to required size and used near the
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall
first be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side
face shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of
course, the vertical joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint
shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other.
The thickness of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s
sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for
frequent checking during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected
brick work shall be kept not more than one meter over the rest of the work. Where this is not possible,
the work shall be raked back according to bond (and not left toothed) at an angle not steeper than
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in
wall shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed
mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,
when the mortar is still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a
period seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the
top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for
the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush
with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the
thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to
plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.
Battered, tapered and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding
in masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area
does not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed
Cms. and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.
for concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Brick work using common burnt clay building bricks having crushing strength
not less than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6
- fine sand) B) Modular
Extra for brickwork in super structure above plinth level upto floor two level (B) Conventional
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick
shall conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before
use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of
through wetting of bricks.
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except
when necessary to complete to bond; closer in such case shall be cut to required size and used near the
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first
be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face
shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of course,
the vertical joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint
shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The
thickness of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s
sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent
checking during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected
brick work shall be kept not more than one meter over the rest of the work. Where this is not possible, the
work shall be raked back according to bond (and not left toothed) at an angle not steeper than
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in
wall shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed
mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,
when the mortar is still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a
period seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the
top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for
the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush
with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the
thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to
plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.
Battered, tapered and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding
in masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional
area does not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed
Cms. and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.
for concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Half brick masonry in common brunt clay building bricks having crushing strength not less than
35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth
conventional brickwork (up to 10 ton)
The rate shall be for a unit of Sq. Mt.
Extra for half brick masonry in super structure above plinth level upto floor two level (B)
Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand
shall conform to M-6. Cement mortar shall conform to M-11.
Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No.
7 except the brick work of half bricks shall be carried out.
Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by
All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall
shall be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly
vertical. The bricks shall be laid with frogs upwards. A set of masons tools shall be maintained on work
as required for frequent checking.
Mode of measurement and payment:
The half brick masonry work in foundation and plinth shall be measured under this item, the limiting
dimensions shall not exceed those shown in the plan or as directed. Any work done extra over the
specified dimensions shall be ignored.
The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete
unit of approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
3000 mm/ 3300 mm in legth made from of controlled cement concrete M20 having cube
compressive strength not less than 20 MP a jointing with high strength & tensile adhesion non-
shrink cementitious joint compound /P.U. Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not
less than 20 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound
/P.U. Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete
unit of approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
3000 mm/ 3300 mm in legth made from of controlled cement concrete M20 having cube
compressive strength not less than 20MP a jointing with high strength & tensile adhesion non-
shrink cementitious joint compound/ P.U.Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not
less than 20MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/
P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive
strength not less than 35 MP a jointing with high strength & tensile adhesion non-shrink
cementitious joint compound/ P.U.Foam. (Plaster not required)
Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not
less than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/
P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
mm/ 3300 mm in legth made from of controlled cement concrete M35 having cube compressive
strength not less than 35 MP a jointing with high strength & tensile adhesion non-shrink
cementitious joint compound /P.U.Foam. (Plaster not required)
Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not
less than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound
/P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing form work of ordinary timber planking so as to give a rough finish including centering
shuttering, strutting and propping etc. height of propping and centering below supporting floor
to celling not exceeding 4 m. and removal of the same for in site reinforced concrete and plain
concrete work in foundations, footing, bases of columns, and mass concrete. ( up a to h)
The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.
The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not
be less than that assumed in the design.
The form work shall conform to the shape lines and dimension as shown on the plans and be so
constructed as to remain sufficiently rigid during the placing and compacting of the concrete. Adequate
arrangements shall be made by the contractor to safe guard against any settlement of the form work
during the course of concreting and after concreting. The form work of shuttering, centering, scaffolding
bracing etc shall be as per design.
Cleaning & Treatment of forms:
All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form
before the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly
wetted or treated. The surface shall be then coated with soap solution applied before concreting is done.
Soap solution for the purpose shall be prepared by dissolving yellow soap in water to get consistency of
paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture may be applied in case
steel shuttering is used. Soap solution or raw linseed oil shall be applied after thoroughly cleaning the
surface. Care shall be taken that the coating does not get on construction joint surface and
reinforcement bars.
Stripping time:
In normal circumstances and where ordinary cement is used forms may be struck after expiry of
following periods:
Sides of walls columns and vertical faces of beam 24 to 48 hours.
Beams soffits (Props left under) 7 days.
Removal of props slabs
(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days
Removal of props to beams and arches
(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days
Procedure when removing the form work:
All form work shall be removed without such shock or vibration as would damage the reinforced concrete
surface. Before the soffits form work and struts are removed, the soffits and the concrete surface shall
be exposed where necessary in order to ascertain that the concrete has sufficiently hardened.
The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute
safely of the form work and concrete work before, during and after pouring concrete. Watch should be
kept to see that behavior of centering and form work is satisfactory during concreting. Erection should
also be such that it would allow removal of forms in proper sequence without damaging either the
concrete or the forms to be removed.
The props of centering shall be provided on firm foundation or base of sufficient strength to carry the
loads without any settlement.
The centering and form work shall be inspected and approved by the Engineer-in-charge before
concreting. But this will not relieve the contractor of his responsibility for strength, adequacy and safety
of form work and centering. If there is a failure of form work or centering, contractor shall be responsible
for the damages to the work, injury to life and damage to property.
All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be
provided and removed on completion work by contractor at his own expense. The scaffolding, hoisting
arrangements and ladders etc. shall be strong enough to with stand all live, dead and impact loads
expected to act and shall be subject to the approval of the Engineer-in-charge. However, contractor shall
be solely responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman
The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford
easy inspection.
The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost
of materials and labour for various operations involved such as:
Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering
propping, bolting, nailing, wedging, easing, striking and removal.
Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams,
columns and the like.
Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.
Dressing with oil to prevent adhesion of concrete with shuttering, and
Raking or circular cutting.
Rate shall be paid in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including
anodised alluminium butt hinges with necessary screws.
(A) Indian Teak Wood (ii) Fully Glazed. (upto 10 ton)
(B) Indian Teak Wood (iii) Partly panelled and partly glazed. (upto 10 ton)
(C) Indian Teak Wood (iii) Partly panelled and partly glazed.
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including
black enamelled M.S.butt hinges with necessary screws..
(A) Indian teak wood. (i) Fully Panelled.(upto 10 ton)
(B) Indian teak wood. (ii) Fully Glazed.(upto 10 ton)
(C) Indian teak wood. (iii) Partly panelled and partly glazed. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for Doors
windows and clear story windows including anodised alluminium But hinges with necessary
screws and indian teak wood shutters with.
(A) Plywood sheet panels. (upto 10 ton)
(B) Particle board panels (upto 10 ton)
(C) Hard board panels. (upto 10 ton)
(D) Asbestos sheet panels. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S.
butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)(a to b)
Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S. butt hinges
with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to
fames with screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid
separately) (upto 10 ton)
Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames with
screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately) (upto
Item should be executed as per site require ements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing in partitions 4 mm thick medium hard board of approved quality including
fixing to fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be
paid separately) (upto 10 ton)
Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to
fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at
suitable distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto
25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at suitable
distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at
suitable distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable
distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden
frames of windows and clerestory windows.(upto10 ton)
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of
windows and clerestory windows.(upto10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Kg.
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S.
flats at required spacings and frame alround, square or round bars with round headed bolts and
nuts or by screws (A) Plain Grill. (upto 10 ton)
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at
required spacings and frame alround, square or round bars with round headed bolts and nuts or by
screws (A) Plain Grill. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Kg.
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.
x 7 cm. size including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x 7 cm.
size including 3 coats of oil pa inting to wood work etc.complete. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame
cm.x7 cm. size including 3 coats of oil painting to wood work etc.complete.with wooden louvers
plank 12mm thick (upto 10 ton)
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.x7 cm.
size including 3 coats of oil painting to wood work etc.complete.with wooden louvers plank 12mm thick
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including
Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and
fastenings including primer coat of approved quality and two coats of oil painting etc,
complete.(ii) Fully Panelled.
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including Indian
teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including
primer coat of approved quality and two coats of oil painting etc, complete.(ii) Fully Panelled.
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including
Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and
fastenings including primer coat of approved quality and two coats of oil painting etc,
complete.(ii) Fully Panelled.
Wood for shutter shall conform to M-29 (2) Anodised aluminium butt hinges shall conform to M-43.
Workmanship: The item covers the requirement of preparation of shutters for doors, windows,
clerestory windows, their supply and fixing.
Panelled shutters shall be constructed in the form of timber frame work of styles and rails with panel,
inserted of type as specified in the detailed drawings. Panel shall be fixed by providing grooves in the
style and rails. The styles and rails shall be joined to each other by mortise and tenon joints at right
All members of the shutters shall be straight without any warp or how and shall have smooth, well planed
faces at right angles to angles to each other.
The size of styles and rails shall be as per drawing or as directed. Styles and rails of shutters shall be
made of one piece only.
Timber paneling:
Thickness of the panel shall be as specified in the item as shown in the drawing or as directed. If
the panel is made from more than one piece, the pieces shall be finished as shown in the detailed
drawings and shall be joined with continuous groove with specified size. The end pieces of the panel and
the top and bottom of the panel shall be provided with continuous tongue to frame into groove of the
frame shutter. An air space of 1.5 mm shall be left in the groove of frame shutter while fixing the panels
The faces of the panel as well as various pieces of the panel shall be closely fitted to the size of the
Finishing of the corners of raised panel edges shall be done as shown in drawings or as directed.
Fixtures & Fastenings:
The rate shall include anodised aluminium butt hinges including fixing with iron screws. The size and
number of hinges shall b as per table given in annexure-1.
Mode of measurements and payment:
The rate for shutter includes cost of providing block and clear for keeping the shutter in open
position as directed.
The dimension of the shutter shall be measured clear size of the shutter in close position
between the grooves of the frame.
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